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Right of Entry for Construction Agreement - Allowing McCormick to Improve Property - McCormick & Company, Inc.
ELIZABETH A. MARADIK JOSEPH R. MOLNAR GARY A. GILOT JORDAN V. GATHERS MURRAY L. MILLER 1316 COUNTY-CITY BUILDING 227 W. JEFFERSON BOULEVARD SOUTH BEND, INDIANA 46601-1830 PHONE 574/ 235-9251 FAX 574/ 235-9171 CITY OF SOUTH BEND JAMES MUELLER, MAYOR BOARD OF PUBLIC WORKS April 26, 2022 Mr. Scott Simmons McCormick & Company, Inc. 3425 Lathrop St. South Bend, IN 46628 RE: Right of Entry for Construction Agreement Dear Mr. Simmons: At its April 26, 2022 meeting, the Board of Public Works approved the above referenced agreement for allowing McCormick to construct improvements to real property owned by the City out of which it has operated it’s local manufacturing operations since the mid-1970’s. Enclosed please find a copy of the agreement for your records. If you have any further questions, please call this office at (574) 235-9251. Sincerely, /s/ Theresa Heffner Theresa Heffner, Clerk Enclosures TH/lh McCormick ROE For Construction Agreement RIGHT OF ENTRY FOR CONSTRUCTION AGREEMENT THIS RIGHT OF ENTRY FOR CONSTRUCTION AGREEMENT ("Agreement") is entered into on April 26, 2022 (“Effective Date”), by and between City of South Bend, a municipality, by and through its Board of Public Works, 227 W. Jefferson Blvd, 13th Floor, South Bend, Indiana 46601, ("Grantor"), and McCormick & Company, Inc., 3425 W. Lathrop Drive, South Bend, Indiana 46628 ("Grantee"). WHEREAS, Grantor is the record owner of that certain real property designated as parcel identification numbers 71-03-28-476-001.000-009 and 025-1010-040301, located in St. Joseph County, Indiana (the "Property"); and WHEREAS, the Grantee is engaged primarily in the condiments, herbs, spices, flavors, and other foods business industry with the food and kindred products sector; and WHEREAS, the Grantor and Grantee entered into an arrangement under which since the mid-1970s the Grantor conducts its local manufacturing operations on the Property; and WHEREAS, the Grantee desires to construct improvements on the Property, as described and depicted on Exhibit A; and WHEREAS, Grantor is willing to allow Grantee access, over and across the Property for purposes of constructing the improvements, subject to the terms and conditions of this Agreement. NOW THEREFORE, for and in consideration of the foregoing promises and of the performance of the promises and covenants set forth herein, the parties agree as follows: 1. Grantor grants to Grantee, its officers, agents, employees and contractors, the non-exclusive right, privilege, license and authority, for ingress and egress ,over and across the Property in order to: construct an expansion and modification to the facility in order to increase processing and packaging manufacturing capabilities. (such activities collectively referred to hereinafter as the "Work"). 2. Grantee acknowledges and agrees that Grantee will be solely responsible for the protection and security of any Grantee materials, equipment, machines and vehicles located on the Property. 3. Grantee acknowledges that the use of the Right of Entry shall be done at Grantee's sole risk, cost and expense, and that Grantee shall be solely responsible for obtaining and maintaining all necessary permits, rights-of-way and approvals associated McCormick ROE For Construction Agreement with or required for the Work and activities contemplated under this Agreement. Grantee shall comply with all applicable laws, rules and regulations in conducting the Work and activities on the Property. Grantee shall also be solely responsible to ensure that all aspects of the Work fully comply with all laws and requirements that are or may become applicable. 4. Grantee shall repair any damage to the Property, including all lands, road, property, buildings or fences, which may result from the Work and from any and all damage due to negligence of their employees, contractors, or agents. 5. All labor provided and materials furnished in performing the Work, shall be at Grantee's sole cost and expense. Grantee shall keep the Property fully protected against liens of any kind arising out of or connected to Grantee's Work on or contamination of the Property. In the event that a lien is placed on the Property as a result of Grantee's activities or presence on the Property, Grantee shall immediately notify Grantor of such lien. Grantee shall also take action, at Grantee's sole cost and expense, to have any such liens promptly removed from the Property and shall provide Grantor with written evidence of such lien having been removed. This paragraph does not apply to any lien or other security interest on any improvements or personal property on the Property that is owned by the Grantee that arise as a result of the Work. 6. Grantee shall comply with all governmental statutes, ordinances, regulations, orders and directives concerning public health, safety or the environment ("Environmental Laws") applicable to its activities within, on and along the Property. If, as a result of any activities by the Grantee, there is any release of a pollutant, contaminant or Hazardous Substance, the Grantee shall promptly, at its sole cost and expense, take all steps necessary to contain the release and restore the affected areas to being in compliance with all applicable local, state and federal Environmental Laws. Grantee shall provide to Grantor copies of any and all correspondence, notices, etc., prepared by or received by Grantee under Environmental Laws, associated with its Work on the Property. 7. Grantee agrees and undertakes to defend, indemnify, and hold harmless the Grantor, and its respective officials, employees, agents, successors, and assigns, from and against any liability, loss, costs, damages, or expenses, including attorneys' fees, which the Grantor may suffer or incur as a result of any claims or actions which may be brought by any person or entity arising out of Grantee's use of the Right of Entry. If any action is brought against the Grantor, or its officials, employees, agents, successors, and assigns, in connection with Grantee's use of the Right of Entry, Grantee agrees to defend such action or proceeding at its own expense and to pay any judgment rendered therein. 8. Prior to performance of the Work, Grantee shall deliver to the Grantor a Certificate of insurance for commercial general liability insurance, listing the Grantor as an additional insured, which insurance shall be in an amount not less than Five Million McCormick ROE For Construction Agreement Dollars ($5,000,000.00) in the aggregate and One Million Dollars ($1,000,000.00) per occurrence. To the extent that the Grantor is harmed as a result of Grantee's use of Right of Entry, the Grantee grants the Grantor first priority on any proceeds received from Grantee's insurance. Notwithstanding anything in this Agreement to the contrary, the Grantor does not waive any governmental immunity or liability limitations available to it under Indiana law. 9. This Agreement shall expire one (1) year from the date hereof, but may be terminated before that date, by either Grantor or the Grantee by giving the other party written notice of termination, at least thirty (30) days in advance of the effective date of such termination. 10. All written notices required or permitted under this Agreement shall be served by (i) certified mail, return receipt requested, to the party to whom the same is directed at that party's respective address, as set forth below, or (ii) overnight delivery by recognized overnight carrier to the party to whom the same is directed at that party's respective address, as set forth below. If to Grantor: Corporation Counsel City of South Bend, Indiana 227 W. Jefferson Blvd., Ste. 1200 South Bend, IN 46601 If to Grantee: McCormick & Company, Incorporated 24 Schilling Road, Suite 1 Hunt Valley, Maryland 21031 Attention: Corporate Secretary Or at such other address as either party may from time-to-time designate by giving written notice, as provided herein. The date of service of notice shall be the date on which such notice is received (or, alternatively, if notice is given by certified mail, the date upon which receipt is refused). 11. This writing constitutes the full and entire agreement of the parties regarding the subject matter hereof. If any paragraph, part, term or provision of this Agreement is construed or held to be void, invalid or unenforceable by order, decree or judgment of a court of competent jurisdiction, the remaining paragraphs, parts, terms or provisions shall not be affected and shall remain in full force and effect. 12. This Agreement shall be governed by the laws of the State of Indiana. McCormick ROE For Construction Agreement 13. Each party and signatory to this Agreement represents and warrants to the other party that it has full power, authority and legal rights, and has completed all proceedings and obtained all approvals necessary, to executive, deliver and perform this Agreement. Further, each party represents that it has had the opportunity to consult with its legal counsel regarding this Agreement prior to signing. The judicial rule of construction requiring or allowing a document to be construed against the interests of the document's maker or drafter shall not apply to this Agreement. 14. This Agreement may be executed in several counterparts, each of which shall be deemed an original, but together the counterparts shall constitute one and the same document. 15. No amendments, modifications, alterations, or additions to this Agreement shall be binding unless made in writing and signed by the parties signing this Agreement below or their respective legal representatives of successors. (Signatures on following page) McCormick ROE For Construction Agreement IN WITNESS WHEREOF, the parties hereto have entered into this Right of Entry For Construction Agreement as of the date provided above. McCORMICK & COMPANY, INC. _______________________________ Signature of Authorized Representative ________________________________ Printed Name and Title Scott Simmons VP Americas SC Transformation April 26, 2022 McCormick ROE For Construction Agreement EXHIBIT A Refer to the following documents for scope of work: 1. Cardinal – South Bend Scope.PDF 2. ARCH REVIEW SET – BIND.PDF SB-G101 COVER SHEET I 11/01/2021 SB-G102 LIFE SAFETY PLAN / CODE NOTES D 11/01/2021 SB-G103 PARTITION TYPES I 11/01/2021 CIVIL PLANS C001 CIVIL COVER SHEET 0 10/29/2021 1 OF 1 TOPOGRAPHICAL SURVEY 0 9/10/2020 CP100 SITE PLAN 0 10/29/2021 CP-100 GRADING AND EROSION CONTROL PLAN 0 10/29/2021 CG101 UTILITY PLAN 0 10/29/2021 G500 DETAILS 0 10/29/2021 STRUCTURAL ARCHITECTURAL SB-D101 TANK FARM AREA DEMOLITION PLAN H 11/01/2021 SB-A100 COMPOSITE FLOOR PLAN / ROOF PLAN I 11/01/2021 SB-A101 ENLARGED TANK FARM / TANKER UNLOADING PLAN I 11/01/2021 SB-A102 ENLARGED MAKING ROOM / MECHANICAL ROOM / WALKABLE CEILING PLAN I 11/01/2021 SB-A103 ENLARGED BOTTLE FILLING / TOILET ROOM PLAN I 11/01/2021 SB-A201 EXTERIOR ELEVATIONS I 11/01/2021 SB-A202 BUILDING SECTIONS I 11/01/2021 SB-A203 BUILDING SECTIONS I 11/01/2021 SB-A204 BUILDING SECTIONS I 11/01/2021 SB-A205 WALL SECTIONS I 11/01/2021 SB-A206 SECTIONS / DETAILS C 11/01/2021 SB-A207 DETAILS A 11/01/2021 SB-A301 ENLARGED ANALYTICAL LAB PLAN AND ELEVATIONS B 11/01/2021 SB-A501 ROOM FINISH SCHEDULE / SPECIFICATIONS / DETAILS I 11/01/2021 SB-A502 DOOR SCHEDULE / DOOR AND FRAME TYPES / HARDWARE I 11/01/2021 PLUMBING MECHANICAL ELECTRICAL DRAWING INDEX REVISION DATE NEW ADDITION AND RENOVATION MC CORMICK AND COMPANY, INC. 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 MC CORMICK PROJECT NO: PSISB21N03 EWP-ARCH-002 ARCHITECTURAL INSTALLATION PACKAGE LATHROP ROAD PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:11:50 PMApprover Checker DLR 200199 McCORMICK & COMPANY COVER SHEET ARCHITECTURAL SOUTH BEND PLANT 8/2/2021SB-G101SB-G101 -I 200199 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT D 7/13/2021 DLR DLR C LAYOUT E 8/3/2021 DLR DLR D LAYOUT PROGRESS 8/11/2021 DLR DLR E LAYOUT G 8/25/2021 DLR DLR F REVISIONS 9/14/2021 DLR DLR G GENERAL REVISIONS 9/20/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR INDIANA BUILDING CODES 2014 INDIANA BUILDING CODE (BASED ON 2012 INTERNATIONAL BUILDING CODE WITH 2014 INDIANA AMENDMENTS) 2012 INDIANA PLUMBING CODE 2009 INDIANA ELECTRICAL CODE (BASED ON 2008 NATIONAL ELECTRIC CODE WITH INDIANA AMENDMENTS) 2014 INDIANA MECHANICAL CODE (BASED ON 2012 INTERNATIONAL MECHANICAL CODE WITH 2014 INDIANA AMENDMENTS) 2010 INDIANA ENERGY CONSERVATION CODE (ASHRAE 90.1 2007 EDITION) 2014 INDIANA FIRE PREVENTION CODE (BASED ON 2012 INTERNATIONAL FIRE CODE WITH 2014 INDIANA AMENDMENTS) GENERAL BUILDING INORMATION EXISTING BUILDING AREA 136,000 S.F. TANK FARM 2,851 S.F. UTILITY BLDG 2,052 S.F. WAREHOUSE 48,853 S.F. MAKING 49,734 S.F. UTIL. / MECH. 2,133 S.F. MAINTENANCE 2,615 S.F. OFFICES 5,838 S.F. TOILET / LOCKER 1,533 S.F. CIRCULATION 20,391 S.F. INTERIOR REMODEL GMP SPACE -FILLING LINE 1,753 S.F. NEW ADDITION 13,235 S.F. TANK FARM 2,065 S.F. TANK FILLING 3,178 S.F. MAKING 6,545 S.F. MAINT. RM. 591 S.F. LAB 245 S.F. ELECTRIC RM. 459 S.F. TANK FARM VEST. 152 S.F. USE GROUP FACTORY F-1 (MODERATE HAZARD FACTORY) WITH ACCESSORY BUSINESS OCCUPANCY GENERAL HEIGHTS AND AREAS UNLIMITED AREA BUILDING BUILDING EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM SURROUNDED BY PUBLIC WAYS OF NOT LESS THAN 60 FEET HEIGHT -2 STORIES TYPE OF CONSTRUCTION IIB FIRE AND SMOKE PREVENTION FEATURES FIRE RESISTANCE RATINGS OF BUILDING ELEMENTS PRIMARY STRUCTURAL FRAME 0 HRS EXTERIOR BEARING WALLS 0 HRS INTERIOR BEARING WALLS 0 HRS NON-BEARING WALLS 0 HRS FLOOR CONSTRUCTION 0 HRS ROOF CONSTRUCTION 0 HRS BETWEEN B AND F-1 0 HRS OPENING PROTECTIVES 1 HOUR RATED FIRE BARRIER 3/4 HOUR FIRE DOOR AND SHUTTER ASSEMBLY RATING 1 HOUR RATED EXIT ENCLOSURE 1 HOUR FIRE DOOR AND SHUTTER ASSEMBLY RATING THERMAL AND SOUND INSULATING MATERIALS CONCEALED INSULATION -FLAME SPREAD OF NOT MORE THAN 25 AND SMOKE DEVELOPED INDEX OF LESS THAN 450 INTERIOR FINISHES WALL AND CEILING FINISHES STAIRWAYS CORRIDORS ROOMS B B C C F-1 C C C CLASS A -FLAME SPREAD INDEX 0-25; SMOKE DEVELOPED INDEX 0 -450 CLASS B -FLAME SPREAD INDEX 26-75; SMOKE DEVELOPED INDEX 0 -450 CLASS C -FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED INDEX 0 -450 INTERIOR FLOOR FINISH CLASS I OR II MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253 FIRE PROTECTION SYSTEM AUTOMATIC SPRINKLER SYSTEM -REQUIRED (UNLIMITED AREA BUILDING) MEANS OF EGRESS OCCUPANT LOAD F-1 1 PERSON PER 200 S.F. 1 PERSON PER 500 S.F. FOR WAREHOUSE / STORAGE AREAS EXISTING BUILDING AREA 424 PEOPLE TANK FARM 6 PEOPLE (2,851 S.F./ 500) UTILITY BLDG 4 PEOPLE (2,052 S.F./500) WAREHOUSE 98 PEOPLE (48,853 S.F./500) MAKING 249 PEOPLE (49,734 S.F./ 200) UTIL. / MECH. 4 PEOPLE (2,133 S.F./500) MAINTENANCE 5 PEOPLE (2,615 S.F./500) OFFICES 58 PEOPLE (5,838 S.F./100) TOILET / LOCKER -PEOPLE (1,533 S.F. SIMULTANEOUS USE) CIRCULATION - PEOPLE (20,391 S.F. SIMULTANEOUS USE) NEW ADDITION 52 PEOPLE TANK FARM 4 PEOPLE (2,065 S.F./500) TANK FILLING 6 PEOPLE (3,178 S.F./500) MAKING 33 PEOPLE (6,545 S.F./200) MAINT. RM. 3 PEOPLE (591 S.F./ 200) LAB 3 PEOPLE (245 S.F./ 100) ELECTRIC RM. 2 PEOPLE (459 S.F./ 200) TANK FARM VEST.1 PERSON(152 S.F./ 200) USE EXISTING NEW ADDITION TOTAL B 58 PEOPLE - 58 PEOPLE F-1 366 PEOPLE 52 PEOPLE 418 PEOPLE 424 PEOPLE 52 PEOPLE 476 PEOPLE MEANS OF EGRESS SIZING STAIRWAYS -0.3 INCH PER OCCUPANT LOAD SERVED CORRIDORS -0.2 INCH PER OCCUPANT LOAD SERVED ENCROACHMENT DOORS, WHEN FULLY OPENED, SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7 INCHES DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE-HALF COMMON PATH OF EGRESS TRAVEL B 100 FEET F-1 100 FEET EXIT ACCESS TRAVEL DISTANCE B 300 FEET F-1 250 FEET 400 FEET (ONE STORY IN HEIGHT / MINIMUM HEIGHT FROM FL TO DECK 24 FEET / SPRINKLERED) DOORS SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM WITH AN OCCUPANT LOAD OF 50 OR MORE SPACE BETWEEN DOORS IN A SERIES SHALL BE 48 INCHES PLUS THE WIDTH OF THE DOOR STAIRWAYS 7 INCH MAXIMUM RISER HEIGHT 11 INCH MINIMUM TREAD DEPTH 12'-0" MAXIMUM RISE BETWEEN FLOOR OR LANDING HANDRAILS EXTEND HORIZONTALLY 12" BEYOND TOP RISER CONTINUE TO SLOPE FOR THE DEPTH OF 1 TREAD BEYOND BOTTOM RISER HEIGHT NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES ABOVE STAIR NOSING OUTSIDE DIAMETER OF NOT LESS THAN 1 1/4 INCHES AND NOT GREATER THAN 2 INCHES GUARDRAILS LOCATED ALONG OPEN SIDED WALKING SURFACES THAT ARE NOT MORE THAN 30 INCES TO THE FLOOR OR GRADE HEIGHT NOT LESS THAN 42 INCHES OPENING LIMITATION IN F AND S USE GROUPS -NOT ALLOW PASSAGE OF A 21 INCH SPHERE BETWEEN GUARDS ENERGY CODE REQUIREMENTS CLIMATE ZONE 5 ROOF -R-30 U-0.032 MASS WALLS -R-11; 4 ci U-0.090 METAL BUILDING -R-13; 13 ci U-0.052 METAL FRAMED - R-13; 7ci U-0.064 PLUMBING FIXTURES PLUMBING FIXTURES REQUIRED OCCUPANCY WATERCLOSETS LAVATORIES DRINK. FOUNT SERVICE SINK MALE FEMALE B 1/25 FOR FIRST 50 1/25 FOR FIRST 50 1/40 FOR FIRST 80 1/100 1 1/50 FOR REMAINDER 1/50 FOR REMAINDER 1/80 FOR REMAINDER F-1 1/ /100 1 / 100 1/100 1/400 WATERCLOSETS LAVATORIES DRINKING FOUNT. SERVICE SINK OCCUPANCY EXIST. NEW . EXIST. NEW ADD. EXIST. NEW ADD. EXIST. NEW ADD. B 3 0 3 0 1 0 1 0 F-1 4 1 4 1 1 --- PLUMBING FIXTURES PROVIDED WATERCLOSETS LAVATORIES DRINKING FOUNT. SERVICE SINK EXISTING 9 (2 URINALS)5 (3 WASH FOUNTAINS)1 1 NEW 1 1 (1 WASH FOUNTAIN)-0 TOTAL 10 (2 URINALS)6 (4 WASH FOUNTAINS)1 1 EXIT SIGN 22'-0" T.D. = 62'-6" C.P. = 22'-0"37'-0"T.D. = 30'-2" C.P. = 0'-0" EXIT SIGN 40'-6" EXIT SIGN 15'-6" EXIT SIGN 18'-0" T.D. = 83'-10" C.P. = 0'-0" EXISTING EXIT EXIT SIGN 1'-6" 4'-4" 4'-6" 2'-4" 8"34'-0"EXIT DOOR EXIT DOOR EXIT DOOR EXIT SIGN EXIT SIGN 40'-0"58'-6"7'-0" EXIT DOOR EXIT SIGN 30'-0" 42'-0" T.D. = 112'-0" C.P. = 70'-0" 17'-0" 17'-0" EXIT SIGN 98' -0" 11'-0" 10'-10" 4'-0" 10'-6" 3'-0" 6'-6" 2'-0" 5'-6"8'-6"- EXIT SIGNEXIT DOOR40'-0" 46'-0" 83'-4" EXIT SIGN NEW DOOR NEW DOOR EXIT SIGN 10'-0" 9'-0" 12'-0" 8'-0" T.D. = 156'-6" C.P. = 21'-0" 40'-0" 58'-6" - EXIT SIGN EXIT SIGN - PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:11:53 PMApprover Checker DLR 200199 McCORMICK & COMPANY LIFE SAFETY PLAN ARCHITECTURAL SOUTH BEND PLANT 8/2/2021SB-G102SB-G102 -D 200199 3425 LATROP ST. SOUTH BEND, INDIANA 46628 3/32" = 1'-0"2 LIFE SAFETY PLAN 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB A LAYOUT E 8/3/2021 DLR DLR B LAYOUT PROGRESS 8/11/2021 DLR DLR C LAYOUT G 8/25/2021 DLR DLR D ISSUED FOR REVIEW 11/01/2021 DLR DLR FILLING AREA GALVANIZED METAL GUARD RAILING -EXTEND VERTICAL RAILING POST TO BRACE OFF EXISTING ROOF STRUCTURE (10'-0" O,C, MAX.) TRIM TO MATCH IMP FINISH -FASTENED AT 12" O.C. INSULATED METAL WALL PANEL TRIM TO MATCH IMP FINISH -FASTENED AT 12" O.C. (STAINLESS STEEL WHERE APPLICABLE) STAINLESS STEEL -SECURE WITH FAB-LOK FASTENERS AT 12" O.C. TO WALL IMP AND CEILING WALKABLE IMP SUPPORT FROM EXISTING ROOF JOISTS 1A 8x8x16 -CONCRETE BLOCK #4's AT 48" O.C. IN GROUTED CELLS LADDER REINFORCING EVERY OTHER COURSE THICKENED SLAB SEE STRUCTURAL DRAWINGS BOND BEAM WITH (2) # 5'S CONTINUOUS 22'-8" STEEL BEAMS - SEE STRUCTURAL DRAWINGS METAL DECK -SEE STRUCTURAL DRAWINGS EPOXY PAINT TOP / MASONRY MAKING AREA MECHANICAL ROOM MECHANICAL MEZZANINE 3 TOILET ROOM PRE-FINISHED GALVANIZED METAL FINISH CONCRETE SLAB INSULATED METAL WALL PANEL GALVANIZED ANGLE -SECURE WITH FAB-LOK FASTENERS AT 12" O.C. TO WALL IMP AND CEILING 4 IMP CEILING 9'-0" PRE-FINISHED GALVANIZED METAL FINISH 1'-11 1/2" 2x3x1/4" GALVANIZED STEEL ANGLES WITH 3.7MM PIN BOLTS @32" O.C. EACH SIDE OF WALL CONCRETE CURB W/ 2 -#5'S CONTINUOUS TOP BARS CONTINUOUS BEAD OF HEAVY SEALANT -EACH SIDE 6"5" 2 8x8x16 -CONCRETE BLOCK CONCRETE SLAB SEE PLANS FOR FINISH #4's AT 48" O.C. IN GROUTED CELLS LADDER REINFORCING EVERY OTHER COURSE THICKENED SLAB SEE STRUCTURAL DRAWINGS BOND BEAM WITH (2) # 5'S CONTINUOUS 20'-0" STEEL BEARING PLATE SEE STRUCTURAL DRAWINGS LATEX PAINT ELECTRIC ROOM ANALYTICAL LAB TANK FARM VEST SUSPENDED CEILING IN ANALYTICAL LAB 1'-3 1/2" STAINLESS STEEL FINISH 2x3x1/4" STAINLESS STEEL ANGLES WITH 3.7MM PIN BOLTS @32" O.C. EACH SIDE OF WALL CONCRETE WALL W/ 2 -#5'S CONTINUOUS TOP BARS - #5 x 30" LONG DOWELS AT 24" O.C. DRILLED AND GROUTED INTO EXISTING FLOOR SLAB WITH MIN. 8" EMBED POLYURETHANE COATING WITH NON-SLIP FINISH -COLOR WHITE PRE-FINISHED GALVANIZED METAL FINISH CHAMFER WALL FLUSH WITH LEG OF ANGLE TERMINATE FLOOR FINISH AT TOP OF CURB COVE -EACH SIDE4'-0"10" CONTINUOUS BEAD OF HEAVY SEALANT -EACH SIDE EXISTING CONCRETE SLAB 4"6"4'-0"3'-0"5 TOILET ROOM FILLING AREA INSULATED METAL WALL PANEL TRIM TO MATCH IMP FINISH -FASTENED AT 12" O.C. GALVANIZED ANGLE -SECURE WITH FAB-LOK FASTENERS AT 12" O.C. TO WALL IMP AND CEILING IMP CEILING SUPPORT FROM EXISTING ROOF JOISTS PRE-FINISHED GALVANIZED METAL FINISH 2x3x1/4" GALVANIZED ANGLES WITH 3.7MM PIN BOLTS @32" O.C. EACH SIDE OF WALL CONCRETE WALL W/ 2 -#5'S CONTINUOUS TOP BARS - #5 x 30" LONG DOWELS AT 24" O.C. DRILLED AND GROUTED INTO EXISTING FLOOR SLAB WITH MIN. 8" EMBED POLYURETHANE COATING WITH NON-SLIP FINISH -COLOR WHITE PRE-FINISHED GALVANIZED METAL FINISH CHAMFER WALL FLUSH WITH LEG OF ANGLE TERMINATE FLOOR FINISH AT TOP OF CURB COVE -EACH SIDE4'-0"10" CONTINUOUS BEAD OF HEAVY SEALANT -EACH SIDE EXISTING CONCRETE SLAB 4"6"4'-0"3'-0"1 8x8x16 -CONCRETE BLOCK CONCRETE SLAB SEE PLANS FOR FINISH #4's AT 48" O.C. IN GROUTED CELLS LADDER REINFORCING EVERY OTHER COURSE THICKENED SLAB SEE STRUCTURAL DRAWINGS BOND BEAM WITH (2) # 5'S CONTINUOUS 10'-4" STEEL BEARING PLATE SEE STRUCTURAL DRAWINGS STEEL BEAMS - SEE STRUCTURAL DRAWINGS METAL DECK -SEE STRUCTURAL DRAWINGS EPOXY PAINT MATCH EXIST. ADJACENT MAKING AREA MECHANICAL ROOM MECHANICAL MEZZANINE STEEL ANGLE -CONNECT TO STEEL STRUCTURE DO NOT ATTACH TO WALL METAL DECK OF LOW ROOF - SEE STRUCTURAL DRAWINGS BOND BEAM WITH (2) # 5'S CONTINUOUS BOND BEAM WITH (2) # 5'S CONTINUOUS WALKABLE CEILING (IMP) 9'-0" - TOP OF IMPPROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:11:54 PMApprover Checker DLR 200199 McCORMICK & COMPANY PARTITION TYPES ARCHITECTURAL SOUTH BEND PLANTSB-G103SB-G103 -I 200199 3425 LATROP ST. SOUTH BED, INDIANA 466283425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT D 7/13/2021 DLR DLR C LAYOUT E 8/3/2021 DLR DLR D LAYOUT PROGRESS 8/11/2021 DLR DLR E LAYOUT G 8/25/2021 DLR DLR F REVISIONS 9/14/2021 DLR DLR G GENERAL REVISIONS 9/20/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR DN DN REMOVE PORTION OF EXISTING MEZZANINE ABOVE REMOVE EXISTING COLUMN REMOVE EXISTING COLUMN REMOVE EXISTING COLUMN REMOVE EXISTING COILING DOOR REMOVE EXISTING CMU WALL NEW STEEL COLUMN TO SUPPORT EXISTING BEAM REMOVE EXISTING STEEL BEAM REMOVE EXISTING CALVANIZED METAL STAIR REMOVE PORTION OF EXISTING 12" CONCRETE BLOCK WALL FOR NEW RAPID ROLL DOOR REMOVE PORTION OF EXISTING 12" CONCRETE BLOCK WALL FOR NEW HOLLW METAL DOOR AND FRAME6'-0"3'-4"3'-4"1'-0 1/4"REMOVE EXISTING CONCRETE SLAB REMOVE EXISTING CONCRETE WALL REMOVE EXISTING METAL STAIR AND RAILING REMOVE EXISTING GUAR RAIL REMOVE EXISTING DOWNSPOUT REMOVE EXISTING DOWNSPOUT REMOVE EXISTING METAL ROOF CANOPY AND SIDE WALL REMOVE EXISTING WALL LOUVER3'-4"2'-8"REMOVE PORTION OF EXISTING 12" CONCRETE BLOCK WALL FOR NEW HOLLW METAL DOOR AND FRAME REMOVE EXISTING WALL LIGHTS ON SIDEWALL AND ABOVE CANOPY REMOVE PORTION OF EXISTING 8" CONCRETE BLOCK WALL FOR NEW OPENING -COORDINATE EXACT SIZE AND LOCATION WITH TANK / EQUIPMENT LAYOUT REMOVE EXISTING CMU WALLS EXISTING STUBBS MAKING EXISTING MAINTENANCE RM. EXISTING KETCHUP MAKING EXISTING BOTTLE LINE 1 EXISTING GLYCOL EXISTING METAL STAIR TO PARTS MEZZANINE UP EXISTING INSULATED METAL WALL PANEL EXISTING CMU WALL EXISTING CMU WALL CIP EXISTING BOILER RM. EXISTING ELECT. BOILER BOILER EXISTING CLEANING SOLUTION TANK EXISTING ELECT. EXISTING JELLY EXISTING TANK FARM EXISTING SAMPLE RETAIN EXISTING UTILITY RM. REMOVE A PORTION OF EXISTING METAL FENCE EXISTING METAL FENCE TO REMAIN EXISTING AIR COMPRESSOR EQUIPMENT EXISTING CLEANING SOLUTION TANK REMOVE EXISTING STEEL LADDER 6'-4"1'-4"REMOVE PORTION OF EXISTING CONCRETE BLOCK WALL FOR NEW 6'-4"x 7'-4" OPENING 3'-4"3'-4"REMOVE STAINLESS STEEL CONECTOR BOX PROPOSED NEW CATCH BASIN -SEE CIVIL PLANS REMOVE INDICATOR LIGHTS CONCRETE STEPS TO REMAIN 765 764 763 EXISTING SAMPLE RETAIN ROOM EXISTING TANK FARM TANK FARM ADDITION EXISTING DATA PEDESTAL GRAVEL DRIVE NEW PIPING TO BE RUN ON EXISTING PIPE RACK EXISTING TRANSFORMER REMOVE SUMP PUMP PIT PVC SUMP LINE -ON EXISTING PIPE RACK ROUTE TO LIFT STATION IN EXISTING MAINTENANCE ROOM REMOVE SHOWER / EYE WASH -CAP OFF WATER LINE REMOVE STAINLESS STEEL ACID AND CAUSTIC CONNECTOR BOX EXISTING DATA LINES EXISTING ELECTRIC EXISTING GAS LINE EXISTING PHONE 11'-10"T/FDN. 763.0' NON-GMO VINEGAR VINEGAR SOY OIL FRUCTOSE CAUSTIC ACID REMOVE CONCRETE WHEEL STOP REMOVE CONCRETE FILLED STEEL BOLLARD INFILL EXISTING OPENINGS WITH NEW SPLIT FACE CONCRETE BLOCK, PAINT REMOVE EXISTING PIPING AFTER FINAL CONNECTIONS MADE FROM NEW TANKER UNLOADING TO TANKS EXISTING SLAB TO REMAIN EXISTING CONCRETE SLAB TO BE REMOVED. SEED AND STRAW THIS AREA REMOVE EXISTING METAL STUD FRAMING AND WALL PANELS -TYPICAL AT ALL WALLS REMOVE EXISTING METAL ROOF FRAMING AND PANELS NEW 4" CONCRETE WALK TO TRUCK DRIVE PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 2:23:26 PMPJH PJH DLR 200199 McCORMICK & COMPANY TANK FARM AREA DEMOLITON PLAN ARCHITECTURAL SOUTH BEND PLANT 11/4/2021SB-D101SB-D101 -H 200199 1/8" = 1'-0"1 DEMOLITION PLAN -TANK FARM AREA 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB A LAYOUT A 6/202021 DLR DLR B LAYOUT B 6/25/2021 DLR DLR C LAYOUT C 7/6/2021 DLR DLR D LAYOUT D 7/13/2021 DLR DLR E LAYOUT E 8/3/2021 DLR DLR F LAYOUT PROGRESS 8/11/2021 DLR DLR G LAYOUT G 8/25/2021 DLR DLR H ISSUED FOR REVIEW 11/01/2021 DLR DLR 3/16" = 1'-0"2 TEMPORARY TANKER UNLOADING POST CONSTRUCTION PLAN REMOVE PORTION OF EXISTING MEZZANINE ABOVE REMOVE EXISTING COLUMN REMOVE EXISTING COLUMN REMOVE EXISTING COLUMN REMOVE EXISTING COILING DOOR REMOVE EXISTING CMU WALL NEW STEEL COLUMN TO SUPPORT EXISTING BEAM REMOVE EXISTING STEEL BEAM REMOVE EXISTING CALVANIZED METAL STAIR REMOVE PORTION OF EXISTING 12" CONCRETE BLOCK WALL FOR NEW RAPID ROLL DOOR REMOVE PORTION OF EXISTING 12" CONCRETE BLOCK WALL FOR NEW HOLLW METAL DOOR AND FRAME6'-0"3'-4"3'-4"1'-0 1/4"REMOVE EXISTING CONCRETE SLAB REMOVE EXISTING CONCRETE WALL REMOVE EXISTING METAL STAIR AND RAILING REMOVE EXISTING GUAR RAIL REMOVE EXISTING DOWNSPOUT REMOVE EXISTING DOWNSPOUT REMOVE EXISTING METAL ROOF CANOPY AND SIDE WALL REMOVE EXISTING WALL LOUVER REMOVE EXISTING EMERGENCY SHOWER (SALVAGE FOR RE-USE) REMOVE EXISTING PANELS REMOVE EXISTING TANK FILL MANIFOLD (COORDINATE WITH TANK FILL RELOCATION)3'-4"2'-8"REMOVE PORTION OF EXISTING 12" CONCRETE BLOCK WALL FOR NEW HOLLW METAL DOOR AND FRAME REMOVE EXISTING WALL LIGHTS ON SIDEWALL AND ABOVE CANOPY REMOVE PORTION OF EXISTING 8" CONCRETE BLOCK WALL FOR NEW OPENING -COORDINATE EXACT SIZE AND LOCATION WITH TANK / EQUIPMENT LAYOUT REMOVE EXISTING CMU WALLS EXISTING STUBBS MAKING EXISTING MAINTENANCE RM. EXISTING KETCHUP MAKING EXISTING BOTTLE LINE 1 EXISTING GLYCOL EXISTING METAL STAIR TO PARTS MEZZANINE UP EXISTING INSULATED METAL WALL PANEL EXISTING CMU WALL EXISTING CMU WALL CIP EXISTING BOILER RM. EXISTING ELECT. BOILER BOILER EXISTING CLEANING SOLUTION TANK EXISTING ELECT. EXISTING JELLY EXISTING TANK FARM EXISTING SAMPLE RETAIN EXISTING UTILITY RM. REMOVE A PORTION OF EXISTING METAL FENCE EXISTING METAL FENCE TO REMAIN EXISTING AIR COMPRESSOR EQUIPMENT EXISTING CLEANING SOLUTION TANK REMOVE EXISTING STEEL LADDER 6'-4"1'-4"REMOVE PORTION OF EXISTING CONCRETE BLOCK WALL FOR NEW 6'-4"x 7'-4" OPENING 3'-4"3'-4"PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:45 PMApprover Checker Designer 200199 McCORMICK & COMPANY TANK FARM AREA DEMOLITON PLANSB-D101SB-D101 -H 200199 1/8" = 1'-0"1 DEMOLITION PLAN -TANK FARM AREA 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB A LAYOUT A 6/202021 DLR DLR B LAYOUT B 6/25/2021 DLR DLR C LAYOUT C 7/6/2021 DLR DLR D LAYOUT D 7/13/2021 DLR DLR E LAYOUT E 8/3/2021 DLR DLR F LAYOUT PROGRESS 8/11/2021 DLR DLR G LAYOUT G 8/25/2021 DLR DLR H ISSUED FOR REVIEW 11/01/2021 DLR DLR DN DN MCC BOILER RM. MC DONALD'S PREMIX 2 MC DONALD'S TUBE LINE (PREMIX 1) STUBBS MAKING AND PACKING LAWRY'S MAKING AND PACKING MC DONALD'S KETCHUP AND GRAPE JELLY MAKING GMP SPACE 1,739 S.F. NEW GLASS LINE NEW GLASS LINE PALLETIZER EXISTING COLD STORAGE NEW INSULATED METAL WALL PANEL 2 GLYCOL 1 2 3 4 5 6 7 COMPACTOR RECYCLING RECYCLING SB-A101 1 SB-A102 1 SB-A103 1 SB-A103 2 SHIPPING RECEIVING SB-A101 2 STUBBS MAINTENANCE JELLY KETCHUP TANKER UNLOAD ADDITION MAKING ADDITION MAINT. ADD. TANK FARM ADDITION TANK FARM CIP ELECT. WASTE WATER COMPRESSORS OFFICES BREAK RM. COMPRESSOR PACKAGING CRYOVAC SB-A102 4 WATER TREAT BRINE TANK 35'-0"81'-6"83'-4"80'-6 3/8"37'-6" acid/caustic 27'-10"52'-6"SLOPE 1/4" / FT. SLOPE EXISTING MEMBRANE ROOF NEW MEMBRANE ROOF EXISTING MEMBRANE ROOF SLOPE EXISTING BUILT-UP ROOFING SLOPE EXISTING GUTTER - BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE NEW MEMBRANE ROOF PREFINISHED METAL GUTTER PREFINISHED METAL GUTTER EXISTING METAL ROOF PANELS TO REMAIN NEW MEMBRANE ROOF PREFINISHED METAL GUTTER ROOF HATCH -CENTER ABOVE TANK MANWAY OPENING ROOF SADDLE -TYP. AT ROOF HATCH MEMBRANE FLASHING PER ROOF MANUFACTURER'S RECOMMENDATIONS SLOPE 1/4" / FT.- SLOPE SLOPE 1/4" / FT.ROOF DRAIN ROOF HATCH PREFINISHED METAL GUTTER PREFINISHED METAL COPING PREFINISHED METAL COPING ROOF DRAIN GALVANIZED STEEL GUARDRAIL AT 42" A.F.F. -TYPICAL AROUND PLATFORM PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:08:47 PMPB PB DLR 200199 1"=30'-0" McCORMICK & COMPANY COMPOSITE FLOOR PLAN ARCHITECTURAL SOUTH BEND PLANT 6/20/2021SB-A100SB-A100 -I 200199 1" = 30'-0"1 COMPOSITE FLOOR PLAN 1" = 20'-0"2 ROOF PLAN 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT B 6/25/2021 DLR DLR C LAYOUT C 7/6/2021 DLR DLR D LAYOUT D 7/13/2021 DLR DLR E LAYOUT E 8/3/2021 DLR DLR F LAYOUT PROGRESS 8/11/2021 DLR DLR G LAYOUT G 8/25/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR DN DN DN DN DN DN DN DN DN UP 27'-10" NEW TANK FARM 140 81'-6"TANK FARM VEST. 141 INFILL EXISTING DOOR OPENING WITH NEW CONCRETE BLOCK INFILL EXISTING LOUVER OPENING WITH NEW CONCRETE BLOCK 1 SB-A202 140A 140C 0'-0"-4'-6"-2'-8" 12 14 13 15 9 SHOWER / EYEWASH 11'-3 1/2"13'-4 1/16"D.S. D.S. D.S. D.S. D.S.11 5/8"140D 3'-0"3'-4"0"-3'-0" -3'-0"9'-8"-3'-0"3'-0"80'-6 3/8"4" CONCRETE PAD GALVANIZED OPEN GRATE METAL STAIR WITH 7" MAX. RISERS AND 11" MIN. TREADS. PROVIDE HANDRAIL AT 3'-0" ABOVE TREAD NOSING AND GUARDRAIL AT 3'-6" ABOVE TREAD NOSING GALVANIZED OPEN GRATE METAL LANDING EXISTING SPLIT FACE CONCRETE BLOCK URETHANE COATING ON FLOOR AND WALL 140B GALVANIZED OPEN GRATE METAL STAIR WITH 7" MAX. RISERS AND 11" MIN. TREADS. PROVIDE HANDRAIL AT 3'-0" ABOVE TREAD NOSING AND GUARDRAIL AT 3'-6" ABOVE TREAD NOSING GALVANIZED OPEN GRATE METAL LANDING 12" SPLIT FACE CONCRETE BLOCK -PROVIDE INSULATION INSERTS IN NON GROUTED REINFORCED CORES 12" SPLIT FACE CONCRETE BLOCK -PROVIDE INSULATION INSERTS IN NON GROUTED REINFORCED CORES EXISTING TANKS GALVANIZED OPEN GRATE METAL STAIR WITH 7" MAX. RISERS AND 11" MIN. TREADS. PROVIDE HANDRAIL AT 3'-0" ABOVE TREAD NOSING AND GUARDRAIL AT 3'-6" ABOVE TREAD NOSING 5 SB-C101 EXISTING VINEGAR TANK EXISTING VINEGAR TANK EXISTING FRUCTOSE TANK EXISTING VINEGAR TANK EXISTING OIL TANK EXISTING OIL TANK EXISTING OIL TANK EXISTING CORN SYRUP TANK EXISTING OIL TANK EXISTING TANK FARM 139 13 14.2 15 C.1 C.4 C.9 D.4 D.8 E.2 E.4 12'-5 3/8"13'-6"13'-6"13'-6"13'-6"11'-9"8"1'-8"12'-6" 1'-2" E.7 10 11 12'-6"1'-8"F.D. F.D. F.D. F.D.2'-4"3'-4"4" CONCRETE PAD 15 83'-4"PRE-FABRICATED METAL TRUCK ACCESS PLATFORM 12" SPLIT FACE CONCRETE BLOCK -INSULATE NON GROUTED CELLS TILT-UP CONCRETE WALL PANELS - 2 HOUR RATED AT UNLOAD BUILDING 17'-10"21'-2 3/8" 1'-6"1'-6" 6'-0"6'-0" 15 E.4 E.5 F.3 F.8 G.5 H.1 1615.5 60'-0"SLOPE DOWN 3'-0" (5%)STAIR UP TO PLATFORM BY PLATFORM SUPPLIER COMPRESSED AIR LINE (FLEXI-TANKS) MOUNT TO UNDERSIDE OF PLATFORM HOSE REEL NON GMO VINEGAR VINEGAR SOY OIL FR -FRUCTOSE CS -CORN SYRUP PUMP SKID MASH PUMP SKID VINEGAR SUMP PUMP MANIFOLD HAND SINK SAFETY SHOWER 8" HIGH CONCRETE WHEEL STOP TOOL CABINET SPILL CONTAINMENT KIT NEW TANKER UNLOADING 142 3 SB-A202 140A TANK FARM VEST. 141 142A 142B ACIDCAUSTIC16 14.2 15.5 15 FILTERD.S. D.S. D.S. D.S. D.S. 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARDS AT 4'-0" A.F.F. -TYPICAL SEE STRUCTURAL DRAWINGS FOR DETAIL 2 HOUR FIRE RATED CONCRETE TILT-UP PANEL 2'-0"83'-4"3'-4"2'-0"30'-0"3'-10" 1 SB-A204 2 SB-A204 3 SB-A204 11'-0"10'-4 3/4"-3'-6" -3'-6" 0" -6'-6"SLOPECONCRETE FOUNDATION SEE STRUCTURAL DRAWINGS GALVANIZED METAL STAIR TREADS TO BE GALVANIZED SERRATED METAL GRATING -11" MIN. OPEN RISERS -7" MAX. PROVIDE GALVANIZED METAL HANDRAIL AT 36" ABOVE TREAD NOSING AND GUARDRAIL AT 42" ABOVE TREAD NOSING GALVANIZED METAL GRATING LANDING -3'-0" 141A HANDWASH SINK GALV. STEEL GUARDRAIL 14.2 15 E.5 F.3 F.8 G.5 H.1 15.5 1'-8"20'-0"20'-0"20'-0"20'-0"1'-8"16'-4 3/16" 37'-6" 142C 19'-6" -3'-0" PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:08:53 PMApprover Checker DLR 200199 McCORMICK & COMPANY ENLARGED TANK FARM PLAN ARCHITECTURAL SOUTH BEND PLANT 6/20/2021SB-A101SB-A101 -I 200199 3/16" = 1'-0"1 ENLARGED TANK FARM PLAN 3/16" = 1'-0"3 TANKER UNLOADING PLATFORM 3/16" = 1'-0"2 TANKER UNLOADING PLAN 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT B 6/25/2021 DLR DLR C LAYOUT C 7/6/2021 DLR DLR D LAYOUT D 7/13/2021 DLR DLR E LAYOUT E 8/3/2021 DLR DLR F LAYOUT PROGRESS 8/11/2021 DLR DLR G LAYOUT G 8/25/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR DNTOCONDENSER SKIDTOPLANTFROMEVAPORATOR SKIDFROMHX10"x8"10"x8"TOHX10"x8"10"x8"SIDE STREAM FILTER FROMTOWERTOTOWERFROMCONDENSER SKIDTOCHILLER10"x8"10"x8"FROMPLANTTOEVAPORATORDN MAKING 149 MAINTENANCE 146 NEW RAPID ROLL DOOR CORRIDOR 147 TANK FARM VEST. 141 FORKLIFT AISLE ? ? 147A 149A 149B ELECTRIC ROOM 143 1 SB-A203 2 SB-A203 2 SB-A202 3 SB-A202 14 F.8 15 J 2 ANALYTICAL LAB 144 PASS THRU WINDOW UP TO WALKABLE CEILINGB CA W 3'-4"14'-0 3/8"20'-0"6'-4"2 2 144 143 141A 2 SB-A204 3 SB-A204 0" 0" -3'-0" 0" CA W (DI) FAUCET W W.S. 1 W.S. 2 W.S. 3 2'-6" COUNTERSB-A301 1 4 SB-A204 EXISTING CONCRETE BLOCK WALL EXISTING CONCRETE TILTUP WALL PANELS ACID BRICK TILE AND BASE CONCRETE FILLED STEEL TUBE AROUND COLUMN - SEE SHEET SB-G103 CONCRETE FILLED STEEL TUBE AROUND COLUMN - SEE SHEET SB-G103 CONCRETE TILT-UP WALL PANELS CONCRETE TILT-UP WALL PANELS EXISTING CONCRETE BLOCK WALL TANKER UNLOADING D.S. D.S. D.S. 142C ROOF LEADER INSULATED BOOT WASH EYE WASH 14'-8 3/8"4'-8"38'-9 3/8" MECHANICAL 148 MILLING 150 28'-8 3/4"9'-5" 2'-0" 9'-0"28'-8 3/8" 3'-0 3/4"10'-9 15/16" 46'-3" 147B 148A 148B 150A 150B E.4 E.8 E.7 F.4 F.- G.- H.- I.9 10 11 12 x 140A 52'-6"15'-0" W (DI) FAUCET NEW 6'-4"x7'-4" OPENING 2 2 21A 1 2 1 2 2 2 4'-8"6'-4"6'-0" 12'-0" HIGH ACCESS PANEL 10'-0"28'-2"149C 7'-11"3'-4"5'-4"8'-0"4'-8"23'-2"19'-4"14'-9 1/8"NEW METAL GUARDRAIL TO MATCH EXISTING EXISTING GUARDRAIL EXISTING GUARDRAIL EXISTING CONCRETE AND STEEL MEZZANINE TO BE REMOVED REMOVE EXISTING GUARDRAIL EXISTING PARTS STORAGE MEZZANINE 1 SB-A203 2 SB-A203 F.8 9 NEW STEEL LADDER TO ROOF HATCH ABOVE 201 MECHANICAL MEZZANINE 201 8" CONCRETE BLOCK WALL 8" CONCRETE BLOCK WALL F.4 F.- G.- 10 11 EXISTING METAL STAIRS REMOVE PORTION OF EXISTING MASONRY WALL FOR NEW DOUBLE DOOR AND FRAME 7'-4"6'-0"ROOF LEADER FROM ROOF DRAINS ABOVE 1A 1 1 9 G.5 14 F.8 J 4"INSULATED METAL WALKABLE CEILING PANELS GALVANIZED STEEL SHIP LADDER 9" PLATED TREADS AND 8" SOLID RISERS 2" INSULATED METAL WALL PANELS ROOF HATCH 8" CONCRETE BLOCK WALL NEW ROOF DRAIN NEW ROOF DRAIN BUILT UP INSULATION TO PROVIDE POSITIVE DRAINAGE PIPE RACK - SEE STRUCTURAL DRAWINGS 1'-2" E.8 F.- G.- H.- I.9 10 11 12 2" RIGID INSULATION ON 5/8" EXTERIOR SHEATHING AND 3 5/8" METAL STUDS AT 16" O.C.. STUDS TO BEAR ON DECK AND EXTEND TO UNDERSIDE OF GIRT. EXTEND MEMBRANE ROOF UP THIS WALL TO TERMINATE UNDER IMP 2" RIGID INSULATION ON 5/8" EXTERIOR SHEATHING AND 3 5/8" METAL STUDS AT 16" O.C.. STUDS TO BEAR ON DECK AND EXTEND TO UNDERSIDE OF GIRT. EXTEND MEMBRANE ROOF UP THIS WALL TO TERMINATE UNDER IMP ALUMINUM CEILING SUPPORT DIRECTLY UNDER STEEL JOISTS 3'-0"TEE SPAN SUPPORTS AT 3'-0" O.C. -PANEL SPAN 10'-0": ALLOWABLE LIVE LOAD = 36 PSF NO CEILING E.4 12 F.8 9 E.8 E.7 F.4 F.- 10 11 12 INSULATED METAL PANELS AT 20'-0" A.F.F. ANALYTICAL LAB 144 CORRIDOR 147 ELECTRIC ROOM 143 MECHANICAL 148 MAINTENANCE 146 SUSPENDED ACOUSTICAL CEILING AT 9'-0" A.F.F. SUSPENDED ACOUSTICAL CEILING AT 9'-0" A.F.F. NO CEILING PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:08:55 PMApprover Checker DLR 200199 McCORMICK & COMPANY ENLARGED MAKING PLAN ARCHITECTURAL SOUTH BEND PLANT 6/20/2021SB-A102SB-A102 -I 200199 3/16" = 1'-0"1 ENLARGED MAKING PLAN UP TO PARTS STORAGE MEZZANINE 3/16" = 1'-0"4 ENLARGED MECHANICAL MEZZANINE 3/32" = 1'-0"2 WALKABLE CEILING 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 3/16" = 1'-0"3 PARTIAL CEILING PLAN NO DESCRIPTION DATE DB CB AB B LAYOUT B 6/25/2021 DLR DLR C LAYOUT C 7/6/2021 DLR DLR D LAYOUT D 7/13/2021 DLR DLR E LAYOUT E 8/3/2021 DLR DLR F LAYOUT PROGRESS 8/11/2021 DLR DLR G LAYOUT G 8/25/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR 2.9 3.9 75'-8"21'-0"FILLING SUITE 151 151B 151A 151F 151C 151E 151D 5 5 5 5 77'-4"22'-8"1'-4"3'-4"2'-0"9'-0"61'-8" 3'-8"3'-4"23'-4"10'-0"37'-0"6"4"6"4"6"4" 4" 6" 14'-4"4'-0"5'-0"5'-0"4'-0"1'-8"3'-4"3'-10"4'-0"5'-2"1'-4"3'-4"22'-8"4'-0" x 4'-0" WINDOW WITH 1/4" CLEAR SAFETY GLASS SILL AT 3'-0" A.F.F. 4'-0" x 4'-0" WINDOW WITH 1/4" CLEAR SAFETY GLASS SILL AT 3'-0" A.F.F. 4'-0" x 4'-0" WINDOW WITH 1/4" CLEAR SAFETY GLASS SILL AT 3'-0" A.F.F. L 2.9 7'-8"6'-6"1'-8"153 3 5'-0" 4 TOILET RM VEST. 152 152 5'-0" 13'-8"1'-0"3 3 TOILET RM. 153 2.9 3.9 SWING GATE PROVIDE TIE-OFF POINT ABOVE GUARD RAIL AT 3'-6" ABOVE WALKING SURFACE -TYP. WALKABLE CEILING PANELS PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:08:57 PMApprover Checker DLR 200199 McCORMICK & COMPANY ENLARGED FILLING LINE PLAN ARCHITECTURAL SOUTH BEND PLANT 6/20/2021SB-A103SB-A103 -I 200199 1/4" = 1'-0"1 ENLARGED BOTTLE FILLING PLAN 1/4" = 1'-0"2 ENLARGED TOILET ROOM PLAN 1/4" = 1'-0"3 FILLING LINE WALKABLE CEILING GATE 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT B 6/25/2021 DLR DLR C LAYOUT C 7/6/2021 DLR DLR D LAYOUT D 7/13/2021 DLR DLR E LAYOUT E 8/3/2021 DLR DLR F LAYOUT PROGRESS 8/11/2021 DLR DLR G LAYOUT G 8/25/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR 14 15.5159 SPLIT FACE CONCRETE BLOCK, PAINT TO MATCH EXISTING SPLIT FACE CONCRETE BLOCK, PAINT TO MATCH EXISTING PREFINISHED METAL RAKE TRIM EXPOSED CONCRETE FOUNDATION WALL PACK EXISTING PRECAST WALL PANELS EXISTING SPLIT FACE CONCRETE BLOCK EXISTING DOOR AND FRAME 16101112 GALVANIZED METAL GUARDRAIL COOLING TOWER GALVANIZED METAL PLATFORM SEE STRUCTURAL DRAWINGS INSULATED METAL WALL PANELS MAKING & TRUCK LOADING FND PLAN EL = 0" NEW TANK FARM SLAB EL = -5'-1" TANK FARM ROOF STEEL PLAN EL = 23'-0 3/4" PIPE RACK EL = 26'-4" J CONCRETE TILT-UP WALL PANELS 12" SPLIT FACE CONCRETE BLOCK PREFINISHED METAL GUTTER PREFINISHED METAL GUTTER 12" SPLIT FACE CONCRETE BLOCK PREFINISHED METAL GUTTER MECHANICALLY FASTENED MEMBRANE ROOF ROOF HATCH -CENTER ABOVE TANKS -TYP. CONCRETE FOUNDATION WALL EXISTING BUILDING NEW ADDITION EXISTING PRECAST CONCRETE WALL PANELS MEMBRANE ROOF PREFINISHED METAL DOWNSPOUT PREFINISHED METAL DOWNSPOUT WALL PACK -TYPICAL WALL PACK -TYPICAL WALL PACK -TYPICAL HOLLOW METAL DOOR AND FRAME CONCRETE FOUNDATION WALL PREFINISHED METAL DOWNSPOUT 20'-0"20'-0"20'-0"10'-0"20'-0" C.1 C.4 C.9 D.4 D.8 E.2 E.4 E.5 F.3 F.8 G.5 H.1E.8 EXISTING BUILDING 8.9 10121415.5 CONCRETE TILT-UP WALL PANELS PREFINISHED METAL COPING NEW ADITION PREFINISHED METAL COPING 30'-0" x 15'-0" OVERHEAD COILING DOOR 6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD 4'-0" HIGH HOLLOW METAL DOOR AND FRAME EXISTING PRECAST CONCRETE WALL PANELS 142A 142B SPLIT FACE CONCRETE BLOCK, PAINT TO MATHC EXISTING 19'-9 1/2"20'-0"6'-8 3/8" 1516 11 10'-0" WIDE X 12'-0" HIGH ACCESS PANEL 149C I.9 F.4G.5H.1 E.8F.8 2" INSULATED METAL WALL PANELS PREFINISHED METAL TRIM MEMBRANE ROOF OVER 2" RIGID INSULATION COOLING TOWER FRAMING SEE STRUCTURAL DRAWINGS PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:17 PMApprover Checker DLR 200199 McCORMICK & COMPANY EXTERIOR ELEVATIONS ARCHITECTURAL SOUTH BEND P LANT 8/2/2021SB-A201SB-A201 -I 200199 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 EAST ELEVATION 1/8" = 1'-0"3 NORTH ELEVATION 1/8" = 1'-0"4 WEST ELEVATION 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT B 6/25/2021 DLR DLR C LAYOUT C 7/6/2021 DLR DLR D LAYOUT D 7/13/2021 DLR DLR E LAYOUT E 8/3/2021 DLR DLR F LAYOUT PROGRESS 8/11/2021 DLR DLR G LAYOUT G 8/25/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR 9 MAIN BUILDING F.F. (0'-0") -766.15' T/ SLAB (-4'-9 1/2") -761.36'4'-9 1/2"SB-A205 4 SB-A205 5 EXISTING TANK FARM SPLIT FACE CONCRETE BLOCK CONCRETE FOUNDATION WALL -SEE STRUCTURAL DRAWINGS PREFINISHED METAL GUTTER WALL PACK STEEL BEAM -SEE STRUCTURAL DRAWINGS MECHANICALLY FASTENED ROOF ON 6" RIGID INSULATION AND METAL DECK ROOF HATCH -CENTERED ABOVE EACH TANK -TYP.8'-7"STEEL BEAM -SEE STRUCTURAL DRAWINGS EXISTING METAL ROOF TO REMAIN EXISTING CONCRETE BLOCK EXISTING CONCRETE BLOCK SHOWER / EYE WASH URETHANE COATING 3'-0"25'-7 3/16"BOT. / DECK - FIELD VERIFY30'-4 11/16"BOT. / DECK - FIELD VERIFY29'-3 1/8"EXISTING TANKEXISTING TANK 13 14.2 15 2'-3"GALVANIZED OPEN GRATE METAL STAIR WITH 7" MAX. RISERS AND 11" MIN. TREADS PROVIDE HANDRAIL AT 36" ABOVE TREAD NOSING AND GUARDRAIL AT 42" ABOVE TREAD NOSING 3'-8" CONCRETE SLAB -SEE STRUCTURAL DRAWINGS 8' 8.9 MAKING 149 20'-0"1'-2" SB-A205 1SB-A205 2 SB-A205 3 EXISTING PRECAST CONCRETE WALL PANELS -BEYOND WALKABLE CEILING STEEL JOISTS -SEE STRUCTURAL DRAWINGS MECHANICALLY FASTENED ROOF ON 6" RIGID INSULATION AND METAL DECK TILT-UP CONCRETE WALL PANELS CONCRETE FOOTING SEE STRUCTURAL DRAWINGS INSULATED METAL WALL PANELSEXISTING MEMBRANE ROOF MECHANICALLY FASTENED ROOF ON RIGID INSULATION AND METAL DECK PREFINISHED METAL GUTTER EXISTING STEEL ROOF STRUCTURE CONCRETE -SEE STRUCTURAL DRAWINGSTOP / JOIST23'-8"EXISTING JOIST BEARING22'-11"5"10 11 CONCRETE -BLOCK WALL TO UNDERSIDE OF WALKABLE CEILING -SEE PARTITION TYPE 25'-2 3/16"PIPE RACK -BEYOND SEE STRUCTURAL DRAWINGS MILLING 150 ALUMINUM CEILING SUPPORT FLANGE ALIGN WITH STEEL JOISTS HANGER SUPPORT ROD NON GMO VINEGAR VINEGAR SOY OIL FR -FRUCTOSE CS -CORN SYRUP PUMP SKID MASH PUMP SKID VINEGAR MANIFOLD HAND SINK SAFETY SHOWER/ EYE WASH SPILL CONTAINMENT KIT ACIDCAUSTICPRE-FABRICATED TANKER ACCESS PLATFORM WITH ACCESS LADDER 15.5 15 SB-A206 1 MECHANICALLY FASTENED ROOF ON 6" RIGID INSULATION AND METAL DECK 2 HOUR RATED TILT-UP CONCRETE WALL PANELS 1 SB-A204 STEEL JOISTS -SEE STRUCTURAL DRAWINGS MECHANICALLY FASTENED ROOF ON 6" RIGID INSULATION AND METAL DECK PREFINISHED METAL GUTTER TILT-UP CONCRETE PANELS PREFINISHED METAL GUTTER 16 15.5 141A SPLIT FACE CONCRETE BLOCK STEEL BEAM -SEE STRUCTURAL DRAWINGS GALVANIZED OPEN GRATE METAL STAIR WITH 7" MAX. RISERS AND 11" MIN. TREADS PROVIDE HANDRAIL AT 36" ABOVE TREAD NOSING AND GUARDRAIL AT 42" ABOVE TREAD NOSING 20'-0"MECHANICAL 148 STEEL BEAM -SEE STRUCTURAL DRAWINGS WALKABLE CEILING CONCRETE SLAB -SEE STRUCTURAL DRAWINGS CONCRETE FOUNDATION- SEE STRUCTURAL DRAWINGS CONCRETE SLAB -SEE STRUCTURAL DRAWINGS PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:18 PMApprover Checker DLR 200199 McCORMICK & COMPANY BUILDING SECTIONS ARCHITECTURAL SOUTH BEND PLANT 8/3/2021SB-A202SB-A202 -I 200199 1/4" = 1'-0"1 TANK FARM SECTION 1/4" = 1'-0"2 SECTION THRU MAKING 1/4" = 1'-0"3 SECTION THRU TANKER UNLOADING 3 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT D 7/13/2021 DLR DLR C LAYOUT E 8/3/2021 DLR DLR D LAYOUT PROGRESS 8/11/2021 DLR DLR E LAYOUT G 8/25/2021 DLR DLR F REVISIONS 9/14/2021 DLR DLR G GENERAL REVISIONS 9/20/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR 10'-4"MAINTENANCE 146 20'-0"1'-2" WALKABLE CEILING STEEL JOISTS -SEE STRUCTURAL DRAWINGS EXISTING MEMBRANE ROOF MECHANICALLY FASTENED ROOF ON RIGID INSULATION AND METAL DECK EXISTING STEEL ROOF STRUCTURE CONCRETE -SEE STRUCTURAL DRAWINGS INSULATED METAL PANEL CEILING INSULATED METAL WALL PANELS MECHANICALLY FASTENED ROOF ON RIGID INSULATION AND METAL DECK OVERHEAD COILING DOOR -BEYOND SEE DOOR SCHEDULE MECHANICALLY FASTENED ROOF ON 6" RIGID INSULATION AND METAL DECK 2 HOUR RATED TILT-UP CONCRETE WALL PANELS 8'-0"1 SB-A204 12" SPLIT FACE CONCRETE BLOCK INSULATE ALL NON-GROUTED CORES CONCRETE FOUNDATION WALL SEE STRUCTURAL DRAWINGS CONCRETE SLAB SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON METAL DECK -SEE STRUCTURAL DRAWINGS CONCRETE BLOCK SB-A206 2 STEEL BEAM -SEE STRUCTURAL DRAWINGS 161011 22'-8"PRE-MANUFACTURED TANKER UNLOAD PLATFORMSUSPENDED ACOUSTICAL CEILING 148B 147B 142A 142B MECHANICAL 148 MECHANICAL MEZZANINE 201 STEEL LADDER TO ROOF HATCH BEYOND EX. MAINTENANCE ROOM 145 NEW STEEL GUARDRAIL AT 42" ABOVE MEZZANINE MATCH EXISTING FINISH ALUMINUM CEILING SUPPORT FLANGE SUPPORT HANGER ROD 8'20'-0"MAKING 149 WALKABLE CEILING STEEL JOISTS -SEE STRUCTURAL DRAWINGS MECHANICALLY FASTENED ROOF ON RIGID INSULATION AND METAL DECKINSULATED METAL WALL PANELS EXISTING MEMBRANE ROOF MECHANICALLY FASTENED ROOF ON RIGID INSULATION AND METAL DECK EXISTING STEEL ROOF STRUCTURE CONCRETE SLAB -SEE STRUCTURAL DRAWINGS REMOVE PORTION OF EXISTING CONCRETE MEZZANINE FLOOR, DECK, AND STRUCTURE REMOVE EXISTING GUARD RAIL INSULATED METAL PANEL CEILING OVERHEAD COILING DOOR -BEYOND SEE DOOR SCHEDULE MECHANICALLY FASTENED ROOF ON RIGID INSULATION AND METAL DECK SPLIT FACE CONCRETE BLOCK WALL CONCRETE -SEE STRUCTURAL DRAWINGS 1 SB-A204 31'-7 1/2"4'-0"PREFINISHED METAL GUTTER PREFINISHED METAL COPING TILT-UP CONCRETE WALL PANEL 161011 PROVIDE BENT PLATE AROUND COLUMN, FILL WITH CONCRETE -SEE STRUCTURAL DRAWINGS 149B 142B 142A ALUMINUM CEILING SUPPORT FLANGE SUPPORT HANGER ROD PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:19 PMApprover Checker Designer 200199 McCORMICK & COMPANY BUILDING SECTIONSSB-A203SB-A203 -I 200199 1/4" = 1'-0"1 SECTION THRU MAKING 1 1/4" = 1'-0"2 SECTION THRU MAKING 2 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT D 7/13/2021 DLR DLR C LAYOUT E 8/3/2021 DLR DLR D LAYOUT PROGRESS 8/11/2021 DLR DLR E LAYOUT G 8/25/2021 DLR DLR F REVISIONS 9/14/2021 DLR DLR G GENERAL REVISIONS 9/20/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR 1 SB-A203 2 SB-A203 3 SB-A202 83'-4" LADDER UP TO PLATFORM BY PLATFORM SUPPLIER NON GMO VINEGAR VINEGAR SOY OIL FR -FRUCTOSE CS -CORN SYRUP MANIFOLD CONCRETE SLAB -SEE STRUCTURAL DRAWINGS PRE-FABRICATED TANKER FILL PLATFORM MECHANICALLY FASTENED ROOF ON RIGID INSULATION AND METAL DECK 2 HOUR RATED TILT-UP CONCRETE WALL PANELS BEYOND CONCRETE WHEEL STOP GALVANIZED STEEL STAIR: 7" MAX. RISERS AND 11" MIN. TREADS (GRATING). PROVIDE GALVANIZED HANDRAIL AT 3'-0" ABOVE TREAD NOSING AND GUARDRAIL AT 3'-6" ABOVE TREAD NOSING 3'-6"FINISHED FLOOR11'-6"STEEL JOISTS -SEE STRUCTURAL DRAWINGS SB-A207 6 HOSE REELS HOT AND COLD D.8 E.2 E.4 6'-6"8'-0"140B 142C 142B 14 GALVANIZED CONCRETE FILLED METAL PAN STAIR WITH SOLID RISERS: 8" RISERS AND 9" TREADS. PROVIDE GALVANIZED METAL HANDRAIL AT 3'-0" ABOVE TREAD NOSING 2 HOUR RATED CONCRETE TILT-UP WALL PANEL WALKABLE INSULATED METAL PANEL CEILING 4 SB-A204 20'-0"STEEL BEAM -SEE STRUCTURAL DRAWINGS STEEL JOIST -SEE STRUCTURAL DRAWINGS MEMBRANE ROOF ON 6" RIGID INSULATION AND METAL DECK PREFINISHED METAL GUTTER CONCRETE SLAB -SEE STRUCTURAL DRAWINGS 12 141A 9 14 ANALYTICAL LAB 144 ELECTRIC ROOM 143 TANK FARM VEST. 141 INSULATED METAL WALL PANELS -BEYOND MECHANICALLY FASTENED ROOF ON RIGID INSULATION AND METAL DECK CONCRETE BLOCK WALL SUSPENDED ACOUSTICAL CEILING TILE AND GRID SYSTEM 4 SB-A204 STEEL BEAM -SEE STRUCTURAL DRAWINGS CONCRETE BLOCK WALL 12 x 141A144 SEE ENLARGED PLAN AND ELEVATIONS ON SHEET SB-A301 143 MEMBRANE ROOF ON 2" RIGID INSULATION ON EXTERIOR GYPSUM SHEATHING AND 3 5/8" METAL STUDS AT 16" O.C. E.7 E.4E.8 2 SB-A204 3 SB-A204 ELECTRIC ROOM 143 MEMBRANE ROOF ON 6" RIGID INSULATION AND METAL DECK PRE-FINISHED METAL RAKE TRIM 2' INSULATED METAL WALL PANELS MEMBRANE ROOF ON 6" RIGID INSULATED AND METAL DECK PRE-FINISHED METAL COPING BOND BEAM WITH (2) #5's BOND BEAM WITH (2) #5's 8" CONCRETE BLOCK STEEL COLUMN -SEE STRUCTURAL DRAWINGS STEEL BEAM -SEE STRUCTURAL DRAWINGS 12" CONCRETE BLOCK METAL ACCESS STAIR: 8" RISERS AND 9" TREADS. PROVIDE HANDRAIL AT 3'-0" ABOVE TREAD NOSING WALKABLE CEILING 8" CONCRETE BLOCK E.4E.8 E.7 SB-A206 3 3'-4"20'-0"PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:21 PMPB PB DLR 200199 McCORMICK & COMPANY BUILDING SECTIONS ARCHITECTURAL SOUTH BEND PLANT 8/27/2021SB-A204SB-A204 -I 200199 1/4" = 1'-0"1 SECTION THRU TANKER UNLOADING 1/4" = 1'-0"2 WALKABLE CEILING ACCESS STAIR 1/4" = 1'-0"3 SECTION THRU LAB 1/4" = 1'-0"4 SECTION THRU WALKABLE CEILING ACCESS 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT D 7/13/2021 DLR DLR C LAYOUT E 8/3/2021 DLR DLR D LAYOUT PROGRESS 8/11/2021 DLR DLR E LAYOUT G 8/25/2021 DLR DLR F REVISIONS 9/14/2021 DLR DLR G GENERAL REVISIONS 9/20/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR CONCRETE TILT-UP WALL PANELS CONCRETE DRIVE -SEE CIVIL SITE PLANS CONCRETE SLAB -SEE STRUCTURAL DRAWINGS WALKABLE INSULATED METAL PANELS STEEL BEAM SEE STRUCTURAL DRAWINGS STEEL JOISTS SEE STRUCTURAL DRAWINGS STEEL ROOF DECK SEE STRUCTURAL DRAWINGS MECHANICALLY FASTENED MEMBRANE ROOF ON RIGID INSULATION PREFINISHED METAL GUTTER 20'-0"WALKABLE CEILING 20'-4" SB-A207 1 SB-A207 2 11 MECHANICALLY FASTENED MEMBRANE ROOF ON RIGID INSULATIONPREFINISHED METAL FASCIA TRIM STEEL ROOF DECK SEE STRUCTURAL DRAWINGS STEEL JOISTS SEE STRUCTURAL DRAWINGS STEEL BEAM SEE STRUCTURAL DRAWINGS WALKABLE INSULATED METAL CEILING PANELS STEEL BEAM SEE STRUCTURAL DRAWINGS 3 5/8" METAL STUDS AT 16" O.C. -RUN BETWEEN WALL GIRTS STEEL COLUMN SEE STRUCTURAL DRAWINGS INSULATED METAL WALL PANELS MEMBRANE FLASHING RUN UP BEHIND WALL PANELS BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE MECHANICALLY FASTENED MEMBRANE ROOF ON RIGID INSULATION WALL GIRT -SEE STRUCTURAL DRAWINGS 20'-0"5/8" EXTERIOR GYPSUM WALL SHEATHING CONCRETE SLAB SEE STRUCTURAL DRAWINGS SB-A207 3 11 OUTRIGGER -SEE STRUCTURAL DRAWINGS STEEL ANGLE -SEE STRUCTURAL DRAWINGS 1'-2" 9 STEEL COLUMN - SEE STRUCTURAL DRAWINGS WALKABLE INSULATED METAL CEILING PANELS EXISTING PRECAST WALL PANELS WALL FINISH -SEE FINISH SCHEDULE CONCRETE SLAB -SEE STRUCTURAL DRAWINGS STEEL BEAM - SEE STRUCTURAL DRAWINGS EXISTING ROOF TO REMAIN MEMBRANE FLASHING TO EXISTING MEMBRANE ROOF -PER ROOF MANUFACTURER'S RECOMMENDATIONS INSULATED METAL WALL PANELS -BEYOND MECHANICALLY FASTENED MEMBRANE ROOF ON RIGID INSULATION SB-A207 4 10 15 CONCRETE FOUNDATION SEE STRUCTURAL DRAWINGS 12" SPLIT FACE CONCRETE BLOCK -INSULATE ALL NON- GROUTED CELLS PRE-FINISHED METAL GUTTER MEMBRANE ROOF ON 6" RIGID INSULATION AND METAL DECK STEEL ROOF JOISTS SEE STRUCTURAL DRAWINGS STEEL BEAM SEE STRUCTURAL DRAWINGS STEEL COLUMN SEE STRUCTURAL DRAWINGS BOND BEAM WITH (2) #5's CONTINUOUS CONCRETE PEDESTAL SEE STRUCTURAL DRAWINGS CONCRETE PEDESTAL SEE STRUCTURAL DRAWINGS SB-A207 7 1513 MEMBRANE ROOF ON 6" RIGID INSULATION AND METAL DECK STEEL BEAM -SEE STRUCTURAL DRAWINGS STEEL COLUMN -SEE STRUCTURAL DRAWINGS STEEL JOIST -SEE STRUCTURAL DRAWINGS EXISTING SPLIT FACE CONCRETE BLOCK --- -SEE DETAIL ON SHEET A207 13 PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:21 PMApprover Checker Designer 200199 McCORMICK & COMPANY WALL SECTIONSSB-A205SB-A205 -I 200199 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 1/2" = 1'-0"1 SECTION THRU MAKING -1 1/2" = 1'-0"2 SECTION THRU MAKING -2 1/2" = 1'-0"3 SECTION THRU MAKING -3 1/2" = 1'-0"4 TANK FARM SECTION -4 1/2" = 1'-0"5 TANK FARM SECTION -5 NO DESCRIPTION DATE DB CB AB B LAYOUT D 7/13/2021 DLR DLR C LAYOUT E 8/3/2021 DLR DLR D LAYOUT PROGRESS 8/11/2021 DLR DLR E LAYOUT G 8/25/2021 DLR DLR F REVISIONS 9/14/2021 DLR DLR G GENERAL REVISIONS 9/20/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR 15.5 WALKABLE CEILING 20'-4" PLATFORM ACCESS BY TRUCK PLATFORM SUPPLIER STEEL JOISTS -SEE STRUCTURAL DRAWIINGS STEEL BEAM -SEE STRUCTURAL DRAWIINGS MEMBRANE ROOF ON 6" RIGID INSULATION AND METAL DECK TILT-UP CONCRETE WALL PANEL INSULATED METAL PANEL WALKABLE CEILING SB-A207 5 MECHANICAL 148 141A20'-0"142A MEMBRANE ROOF ON 6" RIGID INSULATION METAL DECK -SEE STRUCTURAL DRAWINGS STEEL JOISTS -SEE STRUCTURAL DRAWINGS STEEL BEAM -SEE STRUCTURAL DRAWINGS PREFINISHED METAL COPING -BEYOND MEMBRANE FLASHING CONCRETE TILT-UP WALL PANEL PREFINISHED METAL GUTTER MEMBRANE ROOF ON 6" RIGID INSULATION METAL DECK -SEE STRUCTURAL DRAWINGS STEEL JOISTS -SEE STRUCTURAL DRAWINGS STEEL BEAM -SEE STRUCTURAL DRAWINGS STEEL PIPE RACK -SEE STRUCTURAL DRAWINGS WALKABLE CEILING E.8E.8 METAL GIRT -SEE STRUCTURAL DRAWINGS METAL GIRT -SEE STRUCTURAL DRAWINGS MEMBRANE FLASHING - EXTEND UP UNDER IMP PANELS -COORDINATE WITH MEMBRANE ROOF MANUFACTURER BASE FLASHING -COORDINATE WITH IMP SUPPLIER MEMBRANE ROOF ON RIGID INSULATION -MECHANICALLY FASTENED BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE 4"1'-2" METAL DECK -SEE STRUCTURAL DRAWINGS STEEL BEAM -SEE STRUCTURAL DRAWINGS STEEL COLUMN-SEE STRUCTURAL DRAWINGS STEEL BRACING -SEE STRUCTURAL DRAWINGS METAL DECK -SEE STRUCTURAL DRAWINGS WALKABLE CEILING - BEYOND 3 5/8" METAL STUDS AT 16" O.C. 5/8" DENS GLASS SHEATHING 2" RIGID INSULATION ATTACH TO SHEATHING 2" INSULATED METAL WALL PANELS PREFINISHED METAL FASCIA METAL DECK -SEE STRUCTURAL DRAWINGS BOOT FLASHING AROUND COLUMN PENETRATION - TYPICAL COOLING TOWER STEEL SEE STRUCTURAL DRAWINGS PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:22 PMApprover Checker Designer 200199 McCORMICK & COMPANY SECTIONS / DETAILSSB-A206SB-A206 -C 200199 1/2" = 1'-0"1 SECTION THRU TANK FILLING -Callout 1 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 1/2" = 1'-0"2 SECTION THRU MAKING 1 -1 1 1/2" = 1'-0"3 DETAIL AT LOW ROOF NO DESCRIPTION DATE DB CB AB A LAYOUT PROGRESS 8/11/2021 DLR DLR B LAYOUT G 8/25/2021 DLR DLR C ISSUED FOR REVIEW 11/01/2021 DLR DLR COORD. W/ PANEL DESIGNER 2" RIGID INSULATION MECHANICALLY FASTENED ROOF ON RIGID INSULATION STEEL JOISTS -SEE STRUCTURAL DRAWINGS STEEL BEAM -SEE STRUCTURAL DRAWINGS 3/8" DIA. x 8" LONG SLEEVE ANCHORS AT WITH 2" MIN. CONCRETE EMBEDMENT. SPACE ANCHORS AT 4'-0" O.C. AT PERIMETER, 2'-0" O.C. OUT TO 8'-0" AT CORNERS - COUNTERSINK 1/2" AT TOP OF BLOCKING SEALANT AND FLASHING PER ROOF MANUFACTURER'S RECOMMENDATIONS 5"4" TILT-UP CONCRETE WALL PANEL CONTINUOUS PRE-FINISHED METAL GUTTER AND DOWNSPOUTS METAL DECK -SEE STRUCTURAL DRAWINGS TILT-UP CONCRETE WALL PANEL 2" RIGID INSULATION 5"2"4" 4" INSULATED METAL PANEL CEILING -WALKABLE COORD. WITH PANEL DESIGNER PAINT HANGER ROD SELF DRILLING LAP SCREW AT 8" O.C. CEILING TRIM SEALANT TAPE BULB-TITE RIVETS AT 12" O.C. 16 GAGE ANGLE CEILING TRIM SELF DRILLING LAP SCREW AT 8" O.C. 11 PRE-FINISHED METAL FASCIA INSULATED METAL WALL PANELS (2" THICK) OUTRIGGER -SEE STRUCTURAL DRAWINGS STEEL ANGLE -SEE STRUCTURAL DRAWINGS STEEL BEAM -SEE STRUCTURAL DRAWINGS STEEL DECK -SEE STRUCTURAL DRAWINGS STEEL COLUMN -SEE STRUCTURAL DRAWINGS METAL GIRT -SEE STRUCTURAL DRAWINGS IMP CEILING -WALKABLE STEEL BEAM -SEE STRUCTURAL DRAWINGS STEEL DECK -SEE STRUCTURAL DRAWINGS 3 5/8" METAL STUDS AT 16" O.C. 5/8" DENSGLASS SHEATHING 2" RIGID INSULATION -ATTACH TO DENSGLASS SHEATHING MEMBRANE FLASHING - EXTEND UP UNDER IMP PANELS -COORDINATE WITH MEMBRANE ROOF MANUFACTURER BASE FLASHING -COORDINATE WITH IMP SUPPLIER MEMBRANE FLASHING - EXTEND AROUND BLOCKING COORDINATE WITH MEMBRANE ROOF MANUFACTURER MEMBRANE ROOF ON RIGID INSULATION -MECHANICALLY FASTENED MEMBRANE ROOF ON RIGID INSULATION -MECHANICALLY FASTENED BUILT-UP INSULATION TO ACHIEVE POSITIVE DRAINAGE 11 1'-2" STEEL BEAM SEE STRUCTURAL DRAWINGS METAL GIRT -SEE STRUCTURAL DRAWINGS 9 MEMBRANE ROOF ON RIGID INSULATION -MECHANICALLY ATTACHED EXISTING MEMBRANE ROOF EXISTING RIGID INSULATION EXISTING METAL DECK EXISTING STEEL JOISTS REMOVE EXISTING METAL GUTTER EXISTING CONCRETE BLOCK FLASH NEW MEMBRANE ROOF TO EXISTING -COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS METAL DECK -SEE STRUCTURAL DRAWINGS STEEL BEAM -SEE STRUCTURAL DRAWINGS WOOD BLOCKING 15 2" RIGID INSULATION COORD. WITH PANEL DESIGNER PAINT HANGER SUPPORT ROD SELF DRILLING LAP SCREW AT 8" O.C. CEILING TRIM SEALANT TAPE BULB-TITE RIVETS AT 12" O.C. ALUMINUM CEILING SUPPORT FLANGE CEILING TRIM SELF DRILLING LAP SCREW AT 8" O.C. 4"2"5" TILT-UP CONCRETE WALL PANEL STEEL JOISTS -SEE STRUCTURAL DRAWINGS STEEL BEAM -SEE STRUCTURAL DRAWINGS METAL DECK -SEE STRUCTURAL DRAWINGS MEMBRANE ROOF ON RIGID INSULATION BONDING ADHESIVE ROOF MEMBRANE SEALANT SEALANT -AS RECOMMENDED BY ROOF MANUF. TERMINATION BAR WALL COATING -SEE FINISH SCHEDULE 11'-4" FROM TOP / WALL 8x12x16 SPLIT FACE CONCRETE BLOCK - SEE STRUCTURAL DRAWINGS FOR REINFORCING STEEL LINTEL -SEE STRUCTURAL DRAWINGS STEEL PLATE -SEE STRUCTURAL DRAWINGS 22'-0" FROM TOP / WALL PRE-FINISHED METAL COPING PRESSURE TREATED WOOD BLOCKING BOND BEAM -SEE STRUCTURAL DRAWINGS MEMBRANE FLASHING -EXTEND OVER PARAPET BLOCKING COORDINATE FLASHING DETAILS WITH MANUFACTURER MEMBRANE ROOF ON RIGID INSULATION. MECHANICALLY ATTACHED STEEL JOISTS -SEE STRUCTURAL DRAWINGS METAL DECK -SEE STRUCTURAL DRAWINGS OVERHEAD COILING DOOR HOUSING OVERHEAD COILING DOOR 1515 1'-8" PREFINISHED METAL FASCIA MECHANICALLY FASTENED MEMBRANE ROOF ON 6" RIGID INSULATION AND METAL DECK STEEL BEAM -SEE STRUCTURAL DRAWINGS PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:27 PMApprover Checker Designer 200199 McCORMICK & COMPANY DETAILS ARCHITECTURAL SOUTHBEND PLANTSB-A207SB-A207 -A 200199 1 1/2" = 1'-0"1 GUTTER SECTION AT TILT-UP 1 1/2" = 1'-0"2 WALKABLE CEILING AT TILT-UP 1 1/2" = 1'-0"3 IMP DETAIL AT ROOF 1 1/2" = 1'-0"4 MEMBRANE DETAIL AT EXISTING 1 1/2" = 1'-0"5 LOW ROOF DETAIL AT TILT-UP 1" = 1'-0"6 SECTION THRU TANKER UNLOADING -Callout 1 1 1/2" = 1'-0"7 GUTTER DETAIL AT TANK FARM 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB A ISSUED FOR REVIEW 11/01/2021 DLR DLR E.7 9 SLIDING PASS THRU WINDOW CA W (DI) WW.S. 1 W.S. 2 SOLID SURFACE WORK COUNTER AT 2'-6" A.F.F. CA W (DI) W W.S. 3 REF. 20'-0"14'-0 3/8"2'-1"6'-5"5'-0"4'-5"2'-1"5'-4"4'-6 3/8"2'-1"SB-A301 2 5 3 4 SB-A3017 6 EPOXY RESIN COUNTERTOP AT 3'-0" A.F.F. FAUCET WITH EYEWASH STAINLESS STEEL DROP IN BOWL SINK STAINLESS STEEL DROP IN BOWL SINK E.7 10 11 12'-0 3/8"1'-0" 1'-6"1'-3"4'-0"1'-3"1'-6"2'-0" FILL FILL. 2'-0" EPOXY RESIN COUNTER WITH SIDE AND BACKSPLASH POWDER COATED STEEL BASE CABINET POWDER COATED STEEL WALL CABINET WITH GLASS STAINLESS STEEL DROP IN BOWL SINK W CADIWCADI 1'-0"3'-0"1'-6"3'-0"3'-0"3'-0"3'-0"1'-6"1'-0" FILL.3'-0"1'-6"3'-0"EPOXY RESIN COUNTER WITH SIDE AND BACKSPLASH POWDER COATED STEEL BASE CABINET POWDER COATED STEEL WALL CABINET WITH GLASS KNEE SPACE 1'-3"3'-4"2'-0" FILL. 11 3/4"3'-0" FILL. 2'-0"3'-0"REFRIGERATOR STEEL COLUMN, PAINT STEEL COLUMN, PAINT 2'-6"CONCRETE BLOCK, PAINT FINISHED END PANEL 3'-0"1'-6"2'-0"2'-0" 7'-5" EPOXY RESIN COUNTER WITH SIDE AND BACKSPLASH POWDER COATED STEEL BASE CABINET POWDER COATED STEEL WALL CABINET WITH GLASS FAUCET WITH EYEWASH SLIDING PASS THRU WINDOW STEEL COLUMN, PAINT 3'-0"5'-0" 1'-0"2'-10"1'-0" FILL. 1'-6"1'-3"1'-6" FILL. 2'-0" 1'-6" FILL. 1'-0"3'-0"3'-0"1'-6"2'-6"SOLID SURFACE WORK COUNTER WITH SIDE AND BACKSPLASH - EPOXY RESIN COUNTER WITH SIDE AND BACKSPLASH POWDER COATED STEEL BASE CABINET POWDER COATED STEEL WALL CABINET WITH GLASS SLIDING GLASS WINDOW (1/4" LAMINATED SAFETY GLASS) STAINLESS STEEL DROP IN BOWL SINK FAUCET WITH EYEWASH 10 11 FINISHED END PANEL 3'-0"1'-6"3'-0"2'-0"2'-0"1'-6" EPOXY RESIN COUNTER WITH SIDE AND BACKSPLASH POWDER COATED STEEL BASE CABINET POWDER COATED STEEL WALL CABINET WITH GLASS STAINLESS STEEL DROP IN BOWL SINK FAUCET WITH EYEWASH REFRIGERATOR7'-5"2'-6"10'-8" REFRIGERATOR SOLID SURFACE WORK COUNTER WITH SIDE AND BACKSPASH 1'-3"2'-9 1/2"1'-3"1'-3"2'-9 1/2"1'-3" POWDER COATED STEEL BASE CABINET POWDER COATED STEEL WALL CABINET 3'-0"3'-0"3'-0"1'-6"2'-6"2'-0"LABORATORY CASEWORK CONSTRUCTION: CABINETS: FABRICATED FROM COLD ROLLED TYPE 304-4 OR 316-4 STAINLESS STEEL. ALL COMPONENTS SHALL BE DIE FORMED , NOTCHED, KEYED, AND TIGHTLY FITTED TO FORM A SOLIDLY CONSTRUCTED ELECTRO SPOT WELDED RIGID UNIT. EACH CABINET INCOPORATES A FULLY ENCLOSED 4" HIGH BY 3" DEEP TOE SPACE AT THE FRONT OF THE CABINET. ALL CABINETS SHALL HAVE SATIN COATED (GALVANIZED) STEEL BOTTOMS, POWDER COATED TO MATCH CABINETS. CABINETS SHALL HAVE FULL HEIGHT REMOVABLE BACK PANELS, EXCEPT FOR SINK CABINETS WHICH HAVE 8" HIGH REMOVABLE BACK PANELS TO FACILITATE PLUMBING. DRAWERS: DRAWER BODIES SHALL BE FORMED WITH A ONE PIECE, FULLY COVED BOTTOM AND A REINFORCING BEND ON TOP EDGES. DRAWER FRONTS ARE 3/4" THICK DOUBLE PAN CONSTRUCTION. THE SPACE BETWEEN THE INNER AND OUTER DRAWER FRONT SHALL BE FILLED WITH A SOUND DEADENING CORE. DRAWERS SHALL HAVE INTEGRAL STOPS TO PREVENT ACCIDENTAL WITHDRAWAL, AND BE SELF CLOSING FOR THE LAST 6". DRAWERS SHALL BE SUSPENDED ON 1" DIAMETER NYLON ROLLERS WITH STEEL BALL BEARINGS IN A RADIUSED GALVANIZED STEEL TRACK. PULLS TO BE RECESSED PULLS DOORS: HINGED METAL DOORS SHALL BE 3/4" DOUBLE PAN CONSTRUCTION WITH HAT CHANNEL REINFORCEMENTS. THE SPACE BETWEEN THE INNER AND OUTER DOOR FRONT SHALL BE FILLED WITH A SOUND DEADENING CORE. DOORS SHALL BE MOUNTED ON A HIGH PERFORMANCE 2 1/2" FIVE KNUCKLE 14 GA. HINGES, ATTACHED WITH FOUR SCREWS, AND HELD FIRMLY CLOSED WITH ADJUSTABLE NYLON ROLLER FRICTION CATCHES. FRAMED GLASS DOORS SHALL BE SUPPLIED WITH 1/8" CLEAR FLOAT GLASS. PULLS TO BE RECESSED PULLS SHELVES: SHELVES SHALL BE FULLY ADJUSTABLE ON 1/2" INCREMENTS WITH ALL EDGES FORMED DOWN AND BACK 1". FINISH: ALL EXPOSED SURFACES, INCLUDING DOOR AND DRAWER HEAD INTERIORS, SHALL BE ELECTRO-STATICALLY COATED WITH A THERMOSETTING LABORATORY GRADE POWDER COATING. COLOR: TO BE SELECTED FROM LIST OF STANDARD COLORS ACCESSORIES: FILLER PANELS SHALL MATCH BASE CABINETS CHASE SERVICE COVERS MATERIAL AND FINISH TO MATCH BASE CABINETS FULL ACCESS ISLAND SERVICE DROPS DESIGNED TO FIT ON 22" WIDE x 5" HIGH x 6" DEEP CURB COLOR TO MATCH CABINET COLOR FRONT PANEL ATTACHES WITH A Z CLIP FULL ACCESS WALL SERVICE DROPS DESIGNED TO FIT ON 22" WIDE x 5" HIGH x 4" DEEP CURB COLOR TO MATCH CABINET COLOR FRONT PANEL ATTACHES WITH A Z CLIP ENCLOSURE PANELS COLOR TO MATCH CABINET COLOR COUNTERTOP: EPOXY RESIN: GRADE AWS PREMIUM GRADE THICKNESS: 1 INCH COLOR: BLACK DRIP GROOVES: PROVIDE UNDER WORK SURFACE EXPOSED EDGES EDGE PROFILE: 1/4" RADIUS OR 1/8" BEVEL CURBS AND SPLASHES: 1" THICK; 4" HIGH UNLESS OTHERWISE NOTED. BONDED TO THE SURFACE OF THE TOP TO FORM A SQUARE JOINT. SINK MOUNTING: DROP IN SINK 25"x15"x10" DEEP, BLACK GROMMETS" GROMMETS TO BE 2 1/2" -3" DIA. SMOOTH ROUND HOLES COORDINATE EXACT SIZE WITH OWNER SERVICE FITTINGS: BALL VALVE ASSEMBLY -DECK MOUNTED -COMPRESSED AIR -GLYCOL SUPPLY -GLYCOL RETURN FAUCET -DI WATER -DECK MOUNTED -PURE WATER FAUCET, TIN LINED BRASS PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:43 PMApprover Checker Designer 200199 McCORMICK & COMPANY ANALYTICAL LAB PLAN AND ELEVATIONS ARCHITECTURAL SOUTH BEND PLANTSB-A301SB-A301 -B 200199 3/8" = 1'-0"1 ENLARGED ANALYTICAL LAB PLAN 1/2" = 1'-0"2 LAB ELEVATION 1 1/2" = 1'-0"3 LAB ELEVATION 2 1/2" = 1'-0"4 LAB ELEVATION 3 1/2" = 1'-0"5 LAB ELEVATION 4 1/2" = 1'-0"6 LAB ELEVATION 5 1/2" = 1'-0"7 LAB ELEVATION 6 DI AT SINK SELF CONTAINED TANK UNDER COUNTER DI AT SINK SELF CONTAINED TANK UNDER COUNTER 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB A GENERAL REVISIONS 9/20/2021 DLR DLR B ISSUED FOR REVIEW 11/01/2021 DLR DLR 1..CEILING TILE AND GRID SYSTEMS A. PERFORMANCE CHARACTERISTICS 1. SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84; TESTING BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. a. FLAME-SPREAD INDEX: CLASS A ACCORDING TO ASTM E 1264. b. SMOKE-DEVELOPED INDEX: 50 OR LESS. c. INDICATE DESIGN DESIGNATIONS FROM UL OR FROM THE LISTINGS OF ANOTHER QUALIFIED TESTING AGENCY. B. ACOUSTICAL TILES (WASHABLE) 1. BASIS OF DESIGN: ARMSTRONG "CLEAN ROOM VL 871 a. SIZE: 24 INCHES x 48 INCHES x 5/8 INCHES THICK b. COMPOSITION: WET FORMED MINERAL FIBER c. SURFACE FINISH: FACTORY APPLIED LATEX PAINT, WHITE d. FIRE PERFORMANCE: 1. FLAME SPREAD INDEX: LESS THAN 25 2. SMOKE DEVELOPED INDEX: 50 OR LESS e. EDGES: SQUARE f. NOISE REDUCTION COEFFICIENT: 0.55 g. ANTI-MICROBIAL TREATMENT: MANUFACTURER'S STANDARD BROAD SPECTRUM, ANTI- MICROBIAL FORMULATION THAT INHIBITS FUNGUS, MOLD, MILDEW, AND GRAM-POSITIVE AND GRAM-NEGATIVE BACTERIA AND SHOWING NO MOLD, MILDEW, OR BACTERIAL GROWTH WHEN TESTED ACCORDING TO ASTM D 3273, ASTM D 3274, OR ASTM G 21 AND EVALUATED ACCORDING TO ASTM D 3274 OR ASTM G 21. C. METAL SUSPENSION SYSTEM (WASHABLE) 1. BASIS OF DESIGN: ARMSTRONG "CLEAN ROOM" ALUMINUM 1 1/2" EXPOSED TEE SYSTEM a.ALL SUSPENSION COMPONENTS VISIBLE SHALL RECEIVE A MICRO-ETCHED PRETREATMENT PRIOR TO RECEIVING AN ELECTROSTATICALLY APPLIED ACRYLIC-POLYESTER HYBRID POWDER COAT PAINT FINISH. b. STRUCTURAL CLASSIFICATION: HEAVY DUTY SYSTEM. c. ACCESS: UPWARD AND SIDE PIVOTED, WITH INITIAL ACCESS OPENINGS OF SIZE INDICATED BELOW AND LOCATED THROUGHOUT CEILING WITHIN EACH MODULE FORMED BY MAIN AND CROSS RUNNERS, WITH ADDITIONAL ACCESS AVAILABLE BY PROGRESSIVELY REMOVING REMAINING ACOUSTICAL TILES. d. ALL GRID COMPONENTS HAVE FACTORY APPLIED 3/32" X 3/8" (CG-10), 3/32" X 15/32" (CG-15), OR 3/32" X 3/4" (CG-20) WHITE CLOSED-CELL POLYETHYLENE GASKET WITH ADHESIVE ON ONE SIDE. POLYETHYLENE GASKET MUST PASS FUNGUS RESISTANCE TEST METHOD 508.1 MILL- STD 810C FLAME RESISTANCE TEST FMYSS 302 WITH BURN RATE OF 4" PER MINUTE. SHORE HARDNESS OF GASKET MUST BE 7 ON AA SCALE AND 51 ON OO SCALE PER ASTM D-2240. THE GASKET MUST BE 2 LB. DENSITY PER CUBIC FOOT AND MEET USDA APPROVAL. 1.URETHANE FLOOR COATING A. MANUFACTURER: BASF-UCRETE UD200 SR (HEAVY DUTY POLYURETHANE-CONCRETE FLOOR FINISH SYSTEM) B.DESCRIPTION: TROWEL APPLIED, FOUR COMPONENT POLYURETHANE=CONCRETE SYSTEM WITH EXCEPTIONAL RESISTANCE TO AGGRESIVE CHEMICALS, HIGH TEMPERATURES AND HEAVY IMPACT. TEXTURED SURFACE FOR SAFE AND ATTRACTIVE FLOOR IN WET AND GREASY ENVIRONMENTS. C.THICKNESS: 1/4" -1/2" -TAPER AT DOORS AND WHERE ADJACENT TO DISSIMILAR MATERIALS D.COLOR: TO BE DETERMINED FROM LIST OF STANDARD COLORS E.APPLICATION 1.INSTALLED BY TRAINED AND APPROVED SPECIALIST CONTRATORS 2. TEST CONCRETE FLOOR FOR VAPOR DRIVE IN ACCORDANCE WITH ASTM D4263 OR ASTM F1869 3.USE DEGREASER TO CLEAN FLOORS OF OIL, GREASE AND OTHER BOND INHIBITING MATERIALS 4.REMOVE CURING AND PARTING COMPOUNDS, AND HARDENERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 5.MECHANICALLY PROFILE FLOOR TO A MINIMUM CSP 4-5 AS DESCRIBED BY THE INTERNATIONAL CONCRETE REPAIR INSTITUTE 6.APPLY AT LEAST A 100 S.F. FLOOR TEST IN AN INCONSPICUOUS AREA THAT MEETS THE OWNER'S EXPECTATIONS 7.MIX COMPONENTS USING A MECHANICAL MIXER 8.SPREAD MIX EVENLY AND CLOSE WITH A CLEAN STEEL TROWEL. INSTALL TO A THICKNESS OF 1/4" TO 1/2" DEPENDING ON REQUIREMENTS. F.CURING TIME: FLOOR CAN BE RETURNED TO FULL SERVICE AFTER 12-24 HOURS AT 70 DEG F. 2.EPOXY FLOOR COATING A. MANUFACTURER: BASF-MASTERTOP 1234 (DECORATIVE EPOXY FLOORING SYSTEM) B.DESCRIPTION: TWO COMPONENT 100% SOLIDS EPOXY-RESIN BINDER WITH COLORED QUARTZ AGGREGATE. THE COLORED QUARTZ IMPARTS A SLIP -RESISTANT SURFACE THAT CAN BE VARIED BY THE APPLICATOR. IT IS APPLIED OVER PROPERLY PREPARED SURFACES TO A THICKNESS OF 1/8" TO 3/16". C.THICKNESS: 1/8 -3/8" -TAPER AT DOORS AND WHERE ADJACENT TO DISSIMILAR MATERIALS D.COLOR: TO BE DETERMINED FROM LIST OF STANDARD COLORS E.MIXING AND APPLICATION TO BE PER MANUFACTURER'S RECOMMENDATIONS 1.INSTALLED BY TRAINED AND APPROVED SPECIALIST CONTRATORS 2. TEST CONCRETE FLOOR FOR VAPOR DRIVE IN ACCORDANCE WITH ASTM D4263 OR ASTM F1869 FLOORING 3.SEALED CONCRETE A. MANUFACTURER: BASF 1.PRIMER -MASTERTOP SRS 41P METHYL-METHACRYLATE PRIMER -MASTERTOP SRS103IN ADDITIVE 2.TOP COAT -MASTERTOP SRS 71TC TOP COAT B.DESCRIPTION: 1.PRIMER: SOLVENT FREE 2 COMPONENT, 100% REACTIVE PRIMER WITH SUPERIOR PENETRATION AND ADHESION TO CONCRETE SURFACES. uSE WITH SRS103IN TO STRENGTHEN THE CURING PROCESS. SEAL SHALL COMPLETELY SEAL THE CONCRETE RESULTING IN A UNIFORM SATIN FINISH. 2.TOP COAT: SOLVENT FREE, 2 -COMPONENT, 100% REACTIVE RESIN DESIGNED FOR ROLLER APPLIED COATINGS. C.COLOR: CLEAR -TRANSPARENT D.APPLICATION -TO BE PER MANUFACTURER'S RECOMMENDATIONS BASE 1.URETHANE -SAME MATERIAL AS FLOORING 2.LIGHT DUTY EPOXY -SAME MATERIAL AS FLOORING WALL FINISHES CEILING 4.ACID BRICK A. MANUFACTURER: BLOME INTERNATIONAL B.DESCRIPTION: 1. MATERIAL: FULLY VITRIFIED CERAMIC TILES, UNGLAZED, DRY PRESSURE ACCORDING TO ISO 10545, 1-17) 2. COLLECTION: ZF -100x200x18.5 MM (4"x8"x3/4") 3. SURFACE: 4. COLOR: C.GROUT: 1. BLOME CP-9810 HIGH PERFORMANCE NOVOLAC EPOXY GROUT D.APPLICATION -TO BE PER MANUFACTURER'S RECOMMENDATIONS FLOOR COATING TYPICAL KEYWAY 1/2" x 1" (12MM x 25MM) FLOOR COATING EXTEND COATING UP AT WALL AND CURB LOCATIONS FLOOR COATING TYPICAL KEYWAY 1/2"x1") FLOOR COATING APPROVED SEALANT TYPICAL KEYWAY 1/2"x1/2") FLOOR COATING CONTROL JOINT BACKER ROD TYPICAL KEYWAY 1/2"x1/2") COVE DETAIL AT WALLDETAIL AT CONTROL JOINT EXTERIOR PAINTING (BASED ON SHERWIN WILLIAMS) A. CONCRETE: 1. LATEX a. PRIMER COAT: RECOMMENDED BY TOPCOAT MANUFACTURER FOR EACH SUBSTRATE b. TOPCOAT: DURATION EXTERIOR LATEX SATIN; K33 2. ELASTOMERIC, SMOOTH a. PRIMER COAT: RECOMMENDED BY TOPCOAT MANUFACTURER FOR EACH SUBSTRATE b. INTERMEDIATE COAT: CONFLEX XL ELASTOMERIC HIGH BUILD SMOOTH; A5-400 c. TOPCOAT: CONFLEX XL ELASTOMERIC HIGH BUILD SMOOTH; A5-400 B. CONCRETE BLOCK 1. LATEX a. FIRST COAT: S-W CONFLEX BLOCK FILLER, CF01 SERIES (75-100 S.F. PER GALLON) b. SECOND COAT: S-W A-100 EXTERIOR LATEX GLOSS, A8 SERIES c. THIRD COAT: S-W-A-100 EXTERIOR LATEX GLOSS, A8 SERIES 2. ELASTOMERIC SYSTEMS a. FIRST COAT: S-W LOXON ACYLIC BLOCK SURFACER, LX01 SERIES b. SECOND COAT: S-W CONFLEX XL ELASTOMERIC HIGH BUILD COATING, CF-11 SERIES c. THIRD COAT: S-W CONFLEX XL ELASTOMERIC HIGH BUILD COATING, CF-11 SERIES C.METAL DOOR AND FRAMES; METAL STAIRS; HANDRAILS AND GUARDRAILS; MISCELLANEOUS METALS (FERROUS PRIMED, ZINC-COATED, AND ALUMINUM) 1. WATER BASED URETHANE, GLOSS LEVEL 6 a. PRIMER COAT: RECOMMENDED BY TOPCOAT MANUFACTURER FOR EACH SUBSTRATE b. INTERMEDIATE COAT: ACROLON 100 POLYURETHANE, B65-720 c. INTERMEDIATE COAT: ACROLON 100 POLYURETHANE, B65-720 D.STRUCTURAL STEEL -EXPOSED 1. WATER BASED URETHANE, GLOSS LEVEL 6 a. PRIMER COAT: SHOP APPLIED 1. TOUCH-UP IN FIELD AS REQUIRED b. INTERMEDIATE COAT: ACROLON 100 POLYURETHANE, B65-720 c. INTERMEDIATE COAT: ACROLON 100 POLYURETHANE, B65-720 INTERIOR PAINTING (BASED ON SHERWIN WILLIAMS) A.CONCRETE AND CONCRETE BLOCK WALLS 1. LATEX, GLOSS LEVEL 3 EGGSHELL a. PRIMER COAT: RECOMMENDED BY TOPCOAT MANUFACTURER FOR EACH SUBSTRATE b. INTERMEDIATE COAT: S-W PROMAR 200 ZERO VOC EG-SHEL, B20-2600 c. TOPCOAT: S-W PROMAR 200 ZERO VOC EG-SHEL, B20-2600 B.DUCT SURFACES VISIBLE THROUGH GRILLES OR DIFFUSERS 1. LATEX, GLOSS LEVEL 1 FLAT: a. PRIMER: PRO-CRYL UNIVERSAL PRIMER, B66-310 SERIES b. TOPCOAT: PROMAR 400 INTERIOR LATEX FLAT, B30W400 SERIES c. COLOR: FLAT BLACK C.METAL DOORS AND FRAMES 1. WATERBORNE ACRYLIC, GLOSS LEVEL 5, SEMI GLOSS a. PRIMER COAT: RECOMMENDED BY TOPCOAT MANUFACTURER FOR EACH SUBSTRATE b. INTERMEDIATE COAT: PRE-CATALYZED WATERBASED EPOXY, K46-150 c. TOP COAT: PRE-CATALYZED WATERBASED EPOXY, K46-150 D.FLOOR MARKINGS: 1. ALKYD SEMI-GLOSS FINISH a. FIRST COAT: SETFAST AISLE MARKING PAINT -TM2173 LEAD FREE YELLOW b. SECOND COAT: SETFAST AISLE MARKING PAINT -TM2173 LEAD FREE YELLOW URETHANE WALL COATING: (BASED ON TNEMEC STRANLOK) CONCRETE AND CONCRETE WALLS 1. SERIES 201 EPOXOPRIME 6.0 -8.0 MILS 2. SERIES 270 STRANLOK 25.0 -40.0 MILS 3. SERIES 280 TNEME-GLAZE 6.0 -8.0 MILS SPECIALTIES II.FIRE PROTECTION SPECIALTIES A. FIRE EXTINGUISHERS 1. JL INDUSTRIES -JL COSMIC 20E MULTI-PURPOSE ABC FIRE EXTINGUISHER; OR EQUAL a. 10A-120BC UL RATING b. 20 LBS c. DRY CHEMICAL -FLUIDIZED AND SILICONIZED MONO AMMONIUM PHOSPHATE POWDER B.FIRE EXTINGUISHER CABINET 1. PROVIDE "FIRE EXTINGUISHER: DECAL FOR EACH CABINET -ORIENT LETTERS VERTICALLY 2. PROVIDE STANDARD FIXED DOOR PULL AT EACH CABINET 3. KEYS TO DOOR LOCKS: THREE PER LOCK 4. JL INDUSTRIES -COSMOPOLITAN; OR EQUAL a. DOOR AND TRIM CONSTRUCTION 1. #4 STANLESS STEEL. FLUSH CABINET DOORS WITH A 5/8 INCH DOOR STOP ARE ATTACHED BY A CONTINUOUS HINGE AND EQUIPPED WITH ZINC PLATED HANDLE AND ROLLER CATCH. ALL MODELS HAVE A 1 3/4 INCH WIDE TRIM ON FRAME AND 1 1/4 INCH TRIM ON DOOR WITH GLAZING b. DOOR STYLE WITH HANDLE 1. FULL GLAZING 2. FULL GLAZING WITH SAF-T-LOK 3. HORIZONTAL DUO PANEL 4. HORIZONTAL DUAL PANEL WITH SAF-T-LOK 5. SOLID DOOR 6. SOLID WITH SAF-T-LOK 7. SOLID WITH CYLINDER LOCK -NO HANDLE 8. VERTICAL DUO 9. VERTICAL DUO WITH SAF-T-LOK 10. SOLID WITH 2 INCH x 4 INCH VIEW WINDOW AND SAF-T-LOK c. DOOR GLAZING 1. CLEAR ACRYLIC 2. CLEAR WIRE GLASS WITH SAFETY FILM 3. BRONZE ACRYLIC 4. GRAY ACRYLIC 5. CLEAR TEMPERED GLASS 6. LAMINATED SAFETY GLASS d. TRIM STYLE AND DEPTH 1. RECESSED 3/8 INCH FLAT TRIM, SEMI RECESSED -1 1/4 INCH, 1 1/2 INCH SQUARE EDGE OR 2 1/2, 3, 4, 4 1/2 INCH ROLLED EDGE (4" HAS RECESSED FLUSH PULL) SURFACE-MOUNT MODELS HAVE A SQUARE EDGE e. TUB: 1. CONSTRUCTED OF COLD ROLLED STEEL WITH WHITE POWDER-COAT STANDARD FINISH. SURFACE-MOUNT MODELS HAVE A STAINLESS TUB f. STANDARD "J" HOOK WALL BRACKET g. OPTIONAL FEATURES 1. OPTIONAL TUB COLOR a. BLACK b. RED 2. FUTURA "FIRE" PULL a. MILL ALUMINUM b. RED c. WHITE 3. FLUSH PULL HANDLE (PRH) 4. POLISHED CHROME PULL (PUCH) 5. STAINLESS STEEL TUB -#4 FINISH 6. OTHER STAINLESS STEEL FINISH 7. ROLLED EDGE SURFACE MOUNT CABINET V. FIRESTOPPING A. MATERIALS 1. THROUGH PENETRATION FIRESTOP SYSTEMS (HILTI, INC; OR EQUAL) a. VOC CONTENT NOT TO EXCEED 250 g/L b. BASE PRODUCTS 1. FS-ONE INTUMESCENT FIRESTOP SEALANT 2. CP 604 SELF-LEVELING FIRESTOP SEALANT 3. CP 620 FIRE FOAM 4. CP 606 FLEXIBLE FIRESTOP SEALANT 5. CFS-S SIL ELASTOMERIC FIRESTOP SEALANT 2. FIRE RESISTIVE JOINTS a. VOC CONTENT NOT TO EXCEED 250 g/L b. BASE PRODUCTS 1. CFS-SP WB FIRESTOP JOINT SPRAY 2. CFS-S-SIL ELASTOMERIC FIRESTOP SEALANT 3. CP 606 FLEXIBLE FIRESTOP SEALANT 5. CP 604 SELF-LEVELING FIRESTOP SEALANT 3. INTUMESCENT JOINTS a. FOR USE AT TOP OF WALL APPLICATION b. BASE PRODUCT 1. SPEEDFLEX BY SPECIFIED TECHNOLOGIES, INC 4. FIRESTOP DEVICES a. FACTORY ASSEMBLED COLLARS LINED WITH INTUMESCENT MATERIAL SIZED TO FIT SPECIFIC OUTSIDE DIAMETER OF PENETRATING ITEM b. BASE PRODUCT 1. CP 680-P CAST-IN-PLACE FIRESTOP DEVICE 2. CP 680-M CAST-IN-PLACE FIRSTOP DEVICE 3. CP 681 TUB BOX KIT 4. CFS-DID FIRESTOP DEVICE 5. INTUMESCENT PADS, WALL OPENING PROTECTIVE MATERIALS a. INTUMESCENT, NON-CURING PADS OR INSERTS FOR PROTECTION OF ELECTRIC PANELS, SWITCH AND RECEPTACLE BOXES, MEDICAL GAS OUTLETS AND VALVE BOXES AND OTHER ITEMS RECESSED IN FACE OF FIRE RATED WALLS b. BASE PRODUCT 1. CFS-P-PA FIRESTOP PUTTY PAD 2. CP 617 FIRESTOP PUTTY PAD 3. HILTI BIOX INSERT 6. FIRE RATED CABLE PATHWAYS a. USAGE: 1. CABLES PASSING THROUGH FIRE RATED FLOORS OR WALLS SHALL PASS THROUGH FIRE RATED CABLE PATHWAY DEVICES MADE FROM INTUMESCENT MATERIAL THAT ADJUSTS AUTOMATICALLY TO CABLE ADDITIONS OR SUBTRACTIONS b. PRODUCT DESCRIPTION AND REQUIREMENTS 1. PATHWAY DEVICE MODULES COMPRISED OF STEEL RACEWAY AND INTUMESCENT PADS WITH ADJUSTABLE SMOKE SEAL SLEEVE 2. F-RATING EQUAL TO THE RATING OF BARRIER THE DEVICE PENETRATES 3. PATHWAY DEVICES SHALL BE CAPABLE OF ALLOWING A 0 TO 100 PERCENT FILL OF CABLES 4. SIZE TO ACCOMODATE QUANTITY AND SIZE OF ELECTRICAL WIRES AND DATA CABLES INDICATED PLUS 100 PERCENT OF EXPANSION c. BASE PRODUCTS 1. CP 653 SPEED SLEEVE a. USE IN CONJUNCTION WITH CFS-SL GP WHEN MORE THAN ONE DEVICE IS REQUIRED 2. CFS-CC FIRESTOP CABLE COLLAR 7. FIRESTOP PUTTY 1. FIRESTOP PUTTY SHALL BE PROVIDED AND INSTALLED AT, BUT NOT LIMITED TO, THE GAP BETWEEN WIRE, CABLING, OR BOTH, EXITING AN OPEN END OF CONDUIT, WHERE CONDUIT PENETRATES ONE OR BOTH SIDES OF A SMOKE OR FIRE RATED WALL ASSEMBLY 2. BASE PRODUCTS a. CP 618 FIRESTOP PUTTY STICK b. CFS-PL FIRESTOP PLUG 8. FIRESTOP BLOCKS 1. RE-ENTERABLE, NON-CURING, INTUMESCENT FLEXIBLE BLOCK 2. BASE PRODUCTS a. CFS-BL FIRE BLOCK b. CFS-PL FIRESTOP PLUG B. GENERAL 1. THROUGH PENETRATION FIRESTOP SYSTEMS a. SELECT EACH FIRESTOP SYSTEM BASED ON FIELD CONDITIONS, INCLUDING PENETRATION TYPE, SHAPE, SIZE, QUANTITIES, AND PHYSICAL POSITION WITHIN OPENING b. FIRESTOP ASSEMBLIES AT RATED WALLS 1. MINIMUM FIRE (F) RATING FOR FIRESTOP ASSEMBLIES IN WALLS SHALL EQUAL THAT OF THE WALL, BUT NOT LESS THAN 1 HOUR 2. MINIMUM TEMPERATURE (T) RATING OF FIRESTOP ASSEMBLIES IN WALLS MAY EQUAL ZERO 3. SMOKE BARRIER: IN ADDITION TO (F) RATING, (L) RATING OF 5 CFM / SF MAX. c. FIRESTOP ASSEMBLIES AT RATED FLOORS AND ROOFS 1. MINIMUM FIRE (F) RATING FOR FIRESTOP ASSEMBLIES IN FLOORS OR ROOFS SHALL EQUAL THAT OF THE FLOOR OR ROOF BEING PENETRATED, BUT NOT LESS THAN 1 HOUR a. EXCEPTION 1: THE T-RATING MAY EQUAL ZERO WHEN PORTION OF PENETRATION, ABOVE OR BELOW FLOOR, IS CONTAINED WITHIN A WALL b. EXCEPTION 2: FIRESTOPS ARE NOT REQUIRED FOR FLOOR PENETRATIONS WITHIN A 2-HOUR RATED SHAFT ENCLOSURE d. VOIDS IN WALL WITH NO PENETRATIONS 1. FILL WITH APPROVED THROUGH PENETRATION FIRESTOPPING SYSTEM e. PENETRATING DUCTS WITH DAMPERS 1. UTILIZE ONLY FIRESTOP MATERIALS WHICH ARE INCLUDED IN DAMPERS CLASSIFICATION 2. DO NOT INSTALL FIRESTOP SYSTEM THAT HAMPERS PERFORMANCE OF DAMPERS THERMAL AND MOISTURE PROTECTION I. BUILDING INSULATION A.RIGID BOARD INSULATION EXTRUDED POLYSTYRENE (XPS) 1. MINIMUM COMPRESSIVE STRENGTH 25 PSI 2. SURFACE BURNING CHARACTERISTICS a. FLAME SPREAD 25 OR LESS b. SMOKE DEVELOPED LESS THAN 450 3. THERMAL RESISTANCE PER ASTM C518 -5.0 PER INCH 2. INSULATED METAL PANELS A. WALL PANELS -METL SPAN "CF MESA" -OR EQUAL 1. CONCEALED FASTENER, INSULATED METAL WALL PANELS WITH FOAM CORE. STRUCTURAL METAL PANELS CONSISTING OF EXTERIOR METAL SHEET AND INTERIOR METAL SHEET WITH MATCHING FACTORY FOAMED-IN-PLACE POLYURETHANE CORE IN THERMALLY SEPARATED PROFILE, WITH TONGUE AND GROOVE PANEL EDGES. ATTACH TO STRUCTURE USING CONCEALED FASTENERS. a. WIDTH:36 b. THICKNESS:2" -R VALUE OF 15 AT 40 DEG. c. LENGTH:8'-0" TO 53'-0" d. PROFILE:UNEMBOSSED e. EXTERIOR FACE:G-90 GALVANIZED OR AZ-50 ALUMINUM ZINC COATED STEEL IN 24 GA. f. INTERIOR FACE:G-90 GALVANIZED OR AZ-50 ALUMINUM-ZINC COATED STEEL IN 24 GA. g. CORE:FOAMED-IN-PLACE, NON-cfc & ZERO 2. FINISH: a. EXTERIOR FACE 1. MODIFIED SILICONE POLYESTER TWO COAT SYSTEM -OR 2. FLUOROPOLYMER TWO-COAT SYSTEM b. INTERIOR FACE 1. MODIFIED SILICONE POLYESTER TWO COAT SYSTEM -OR 2. FLUOROPOLYMER TWO-COAT SYSTEM 3. COLOR: -TO BE SELECTED FROM LIST OF STANDARD COLORS B. CEILING PANELS WALL PANELS -METL SPAN "CF MESA" -OR EQUAL 1. INSULATED METAL CEILING PANELS WITH FOAM CORE. STRUCTURAL METAL PANELS CONSISTING OF EXTERIOR METAL SHEET AND INTERIOR METAL SHEET WITH MATCHING FACTORY FOAMED-IN-PLACE POLYURETHANE CORE IN THERMALLY SEPARATED PROFILE, WITH TONGUE AND GROOVE PANEL EDGES. ATTACH TO STRUCTURE USING CONCEALED FASTENERS. a. WIDTH:36 b. THICKNESS:4" -R VALUE OF 32 AT 40 DEG. c. LENGTH:10'-0" d. PROFILE:UNEMBOSSED e. EXTERIOR FACE:G-90 GALVANIZED OR AZ-50 ALUMINUM ZINC COATED STEEL IN 24 GA. f. INTERIOR FACE:G-90 GALVANIZED OR AZ-50 ALUMINUM-ZINC COATED STEEL IN 24 GA. g. CORE:FOAMED-IN-PLACE, NON-cfc & ZERO 2. FINISH: a. INTERIOR FACE 1. MODIFIED SILICONE POLYESTER TWO COAT SYSTEM -OR 2. FLUOROPOLYMER TWO-COAT SYSTEM 3. COLOR: -TO BE SELECTED FROM LIST OF STANDARD COLORS 3. ALUMINUM SUPPORT SYSTEM -METL SPAN "HEF-T" ALUMINUM CEILING SUPPORT a. DIMENSIONS: 5" WIDE (3/16" THICK) FLANGE, 3" WEB (1/4" THICK) LEG b. HOLES: PRE-DRILLED HOLES AT 6" O.C. ON VERTICAL FLANGE; 12" O.C. ON LEG c. FINISH: PAINTED WHITE 3. MECHANICALLY FASTENED ROOF MEMBRANE 4. ROOF SPECIALTIES AND ACCESSORIES A.PREFINISHED METAL COPING: 1. "PAC-CONTINUOUS CLEAT COPING" BY PETERSON ALUMINUM CORPORATION -OR EQUAL 2. 22 GA. STEEL 3. WIND UPLIFT FM I-90; FM I-105; AND FM I-120; TESTING PER ANSI/SPRI/FM 4435/ES-1 4. COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD COLORS B.ROOF HATCH 1. BILCO SERIES S -30 INCHES x 36 INCHES; OR EQUAL 2. MATERIALS a. CURB AND COVER MATERIAL: 1. 0.067 INCH (14 GA.) STEEL SHEET; ZINC COATED, GALVANIZED, ASTM A653, G90. b. COVER LINER MATERIAL: 1. 0.026 INCH (22 GA.) STEEL SHEET; ZINC COATED, GALVANIZED, ASTM A653, G90 c. FINISH: 1. SHOP PRIMER: MANUFACTURER'S STANDARD PRIMER, MINIMUM 2.0 MILS DRY 2. FIELD FINISH: PAINT AS SPECIFICIED IN SECTION 09 3. HATCH GUARDRAIL a. BIL-GUARD BY BILCO; OR EQUAL 5. SEALANTS A.EXTERIOR JOINT SEALANTS 1. MATERIALS a. JS-1: URETHANE ARCHITECTURAL SEALANT 1. TWO PART, NON SAG, MOVEMENT CAPABILITY PLUS / MINUS 50 PERCENT 2. ASTM C920, TYPE M, GRADE NS, CLASS 50 3. BASE PRODUCT: TREMCO DYMERIC 240 FC; OR EQUAL b. JS-2: URETHANE SELF LEVELING PAVING SEALANT; TRAFFIC BEARING 1. TWO PART, MOVEMENT CAPABILITY PLUS / MINUS 25 PERCENT 2. ASTM C920, TYPE M, GRAPE P, CLASS 25 USDA APPROVED 3. BASE PRODUCT: TREMCO THC-900; OR EQUAL c. JS-3: URETHANE NON SAG PAVING SEALANT, SLOPE GRADE, TRAFFIC BEARING 1. MOVEMENT CAPABILITY PLUS / MINUS 25 PERCENT 2. ASTM C920, TYPE S OR TYPE M, GRADE NS, CLASS 25 3. BASE PRODUCT: TREMCO VULKEM 116; OR EQUAL d. JS-4: SILICONE ARCHITECTURAL SEALANT 1. ONE PART, MOVEMENT CAPABILITY PLUS 100 PERCENT MINUS 50 PERCENT 2. ASTM C920, TYPE S, GRANE NS, CLASS 100/50 3. BASE PRODUCT: TREMCO SPECTREM 1; OR EQUAL e. JS-8: PRE-COMPRESSED EXPANDING FOAM SEALANT 1. MOVEMENT CAPABILITY OF PLUS/MINUS 25 PERCENT 2. COLOR: BLACK 3. BASE PRODUCT: EMSEAL 25V EXPANDING FOAM SEALANT; OR EQUAL f. JS-9: PRE-COMPRESSED EXPANDING FOAM SEALANT 1. HIGH DENSITY POLYURETHANE, IMPREGNATED WITH POLYMER MODIFIED ACYLIC AND FACED WITH FACTORY APPLIED SILICONE 2. MOVEMENT CAPABILITY PLUS / MINUS 25 PERCENT 3. BASE PRODUCT: EMSEAL COLORSEAL; OR EQUAL g. BACKER ROD 1. POLYETHYLENE, POLYETHLENE JACKETED POLYURETHANE FOAM, FLEXIBLE, NON-ABSORBENT, NON-BITUMINOUS MATERIAL RECOMMENDED BY SEALANT MANUFACTURER 2. SCHEDULE a. JOINTS IN EXTERIOR INSULATION AND FINISH SYSTEM -JS-1 OR JS-4 b. INTERIOR JOINTS, UNPAINTED, LOCATED IN OR ADJACENT TO UNPAINTED METERIALS OR SURFACES -JS-1 OR JS-4 c. INTERIOR CONTROL JOINTS IN UNPAINTED MASONRY AND GYPSUM BOARD -JS-1 OR JS-4 d. EXTERIOR AND INTERIOR PAVING JOINTS -JS-2 e. FLOOR JOINTS, CONTROL AND EXPANSION JOINTS -JS-2 f. EXTERIOR AND INTERIOR PAVING JOINTS, SLOPING -JS-3 g. EXTERIOR JOINTS EXCEPT PAVING -JS-4 h. PRIMARY OR SECONDARY SEAL IN CONCRETE OR MASONRY JOINTS -JS-8 i. PRIMARY SEAL IN METAL SUBSTRATES, MASONRY, OR CONCRETE JOINTS -JS-9 DIVISION 07 -THERMAL AND MOISTURE PROTECTION (CONTINUED) B.INTERIOR JOINT SEALANTS 1. MATERIALS a. JS-1: URETHANE ARCHITECTURAL SEALANT 1. TWO PART, NON-SAG, MOVEMENT CAPABILITY PLUS / MINUS 50 PERCENT 2. ASTM C920, TYPE M, GRADE NS, CLASS 50 3. BASE PRODUCT: TREMCO DYMERIC 240FC; OR EQUAL b. JS-2: URETHANE SELF LEVELING PAVING SEALANT; TRAFFIC BEARING 1. TWO PART, MOVEMENT CAPABILITY PLUS / MINUS 25 PERCENT 2. ASTM C920, TYPE M, GRADE P, CLASS 25. USDA APPROVED 3. BASE PRODUCT: TREMCO THC-900; OR EQUAL c. JS-3: URETHANE, NON-SAG PAVING SEALANT, SLOPE GRADE, TRAFFIC BEARING 1. MOVEMENT CAPABILITY PLUS / MINUS 25 PERCENT 2. ASTM C920, TYPE S OR TYPE M, GRADE NS, CLASS 25 3. BASE PRODUCT: TREMCO VULKEM 116; OR EQUAL d. JS-4: SILICONE ARCHITECTURAL SEALANT 1. ONE PART, MOVEMENT CAPABILITY PLUS 100 PERCENT MINUS 50 PERCENT 2. ASTM C920, TYPE S, GRADE NS, CLASS 100/50 3. BASE PRODUCT: TREMCO SPECTREM 1; OR EQUAL e. JS-5: SILICONIZED ACYLIC LATEX OR POLYMER SEALANT 1. ONE PART, FUNGUS RESISTANT, PAINTABLE 2. USDA APPROVED 3. NOT COMPATIBLE WITH EPOXY COATINGS 4. BASE PRODUCT: PECORA, AC-20 + SILICONE (ASTM C834, TYPE OP, GRADE NF); OR EQUAL f. JS-6: SILICONE SANITARY SEALANT 1. ONE PART, MOVEMENT CAPABILITY PLUS / MINUS 25 PERCENT 2. ASTM C920, TYPE S, GRADE NS, CLASS 25 3. COLOR: WHITE 4. FUNGUS RESISTANT 5. BASE PRODUCT: TREMCO, TREMSIL 200; OR EQUAL g. JS-7: SILICONE SANITARY SEALANT 1. ONE PART, NO BACTERIAL GROWTH 2. ASTM C920, TYPE S, GRADE NS, CLASS 50 3. NEUTRAL CURE 4. COLOR: WHITE 5. USDA APPROVED 6. BASE PRODUCT: PECORA, 898; OR EQUAL h. JOINT CLEANER, PRIMER, BOND BREAKER 1. AS RECOMMENDED BY SEALANT MANUFACTURER i. BACKER ROD 1. POLYTHYLENE, POLYETHYLENE JACKETED POLYURETHANE FOAM, FLEXIBLE, NON- ABSORBENT, NON-BITUMINOUS MATERIAL RECOMMENDED BY SEALANT MANUFACTURER 2. SCHEDULE a. INTERIOR JOINTS, UNPAINTED, LOCATED IN OR ADJACENT TO UNPAINTED MATERIALS OR SURFACES JS-1 OR JS-4 b. INTERIOR CONTROL JOINTS IN UNPAINTED MASONRY AND GYPSUM BOARD -JS-1 OR JS-4 c. EXTERIOR AND INTERIOR PAVING JOINTS -JS-2 d. FLOOR JOINTS, CONTROL AND EXPANSION JOINTS -JS-2 e. INTERIOR PAVING JOINTS, SLOPING -JS-3 f. INTERIOR CONTROL JOINTS IN PAINTED (NON-EPOXY FINISHES) MASONRY AND GYPSUM BOARD -JS-5 g. INTERIOR JOINTS -SANITARY; JOINTS IN CERAMIC TILE, AROUND TOILET ROOM VANITIES, PLUMBING FIXTURES, AND KITCHEN EQUIPMENT -JS-6 OR JS-7 h. INTERIOR JOINTS -GMP BOUNDARY LINES AND SPACES WITHIN GMP LAB ZONES RECEIVING EPOXY FINISHES 1. SEAL SPACES THAT WILL HARBOR VERMIN OR PROMOTE BACTERIAL GROWTH, PROVIDE FOR PRESSURIZATION, OR MAINTAIN ACOUSTIC SEPARATION 2. APPLY SEALANT TO BOND TO EPOXY COATINGS. DO NOT BOND SEALANT TO SUBSTRATES SCHEDULED FOR EPOXY COATINGS 3. SEAL CREVICES, SPACES, GAPS, AND OPENINGS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: a. FIXTURES AND COVER PLATES b. JOINTS AROUND DOOR AND WINDOW FRAMES c. WALL / WALL JOINTS -DISSIMILAR MATERIALS d. WALL JOINTS e. WALL / DECK JOINTS WHERE WALLS EXTEND ABOVE CEILING TO STRUCTURE ABOVE f. WALL AND CEILING PENETRATIONS g. WALL CORNER GUARDS h. CEILING DIFFUSERS -HARD CEILINGS i. CEILING / LIGHT FIXTURES -HARD CEILINGS j. PERIMTER TRIM ANGLE FRO GASKETED CEILINGS k. DOOR KICK / ARMOR PLATES l. DOOR GLAZING STOPS m. CONTROL JOINTS n. CASEWORK I PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:43 PMApprover Checker Designer 200199 McCORMICK & COMPANY ROOM FINISH SCHEDULESB-A501SB-A501 -I 200199 ROOM SCHEDULE ROOM NUMBER ROOM NAME FLOOR FINISH BASE FINISH WALL FINISH CEILING FINISH CEILING HEIGHT COMMENTS SCHEDULE 139 EXISTING TANK FARM YES 140 NEW TANK FARM URETHANE COATING URETHANE COATING URETHANE COATING NONE YES 141 TANK FARM VEST. EPOXY COATING EPOXY COATING EPOXY PAINT NONE 0"YES 142 NEW TANKER UNLOADING URETHANE COATING URETHANE COATING URETHANE COATING NONE YES 143 ELECTRIC ROOM EPOXY COATING EPOXY COATING LATEX PAINT NONE 0"YES 144 ANALYTICAL LAB EPOXY COATING 4" LIGHT DUTY EPOXY COVE EPOXY PAINT WASHABLE SUSP. ACOUST. TILE 9'-0"YES 145 EX. MAINTENANCE ROOM EXISTING EXISTING EXISTING NONE YES 146 MAINTENANCE SEALED CONCRETE NONE LATEX PAINT NONE YES 147 CORRIDOR URETHANE COATING URETHANE COATING EPOXY PAINT WASHABLE SUSP. ACOUST. TILE 9'-0"YES 148 MECHANICAL POLISHED CONCRETE NONE LATEX PAINT INSULATED METAL PANELS 20'-0"YES 149 MAKING ACID BRICK ACID BRICK URETHANE COATING INSULATED METAL PANELS 20'-0" URETHANE COATING ON CONC. COLUMN BASES YES 150 MILLING ACID BRICK ACID BRICK URETHANE COATING INSULATED METAL PANELS 20'-0"YES 151 FILLING SUITE ACID BRICK ACID BRICK / URETHANE COATING STAINLESS STEEL INSULATED METAL PANELS INSULATED METAL PANELS 15'-0"YES 152 TOILET RM VEST. EPOXY COATING EPOXY COATING INSULATED METAL WALL PANELS 9'-0"YES 153 TOILET RM. EPOXY COATING EPOXY COATING INSULATED METAL WALL PANELS 9'-0"YES 201 MECHANICAL ROOM MEZZANINE SEALED CONCRETE NONE NONE NONE YES 3" = 1'-0"2 FINISH DETAILS 6" = 1'-0"3 FLOOR COATING DETAILS 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT D 7/13/2021 DLR DLR C LAYOUT E 8/3/2021 DLR DLR D LAYOUT PROGRESS 8/11/2021 DLR DLR E LAYOUT G 8/25/2021 DLR DLR F REVISIONS 9/14/2021 DLR DLR G GENERAL REVISIONS 9/20/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR PER SCHED.PER SCHEDULE5"x20" CLEAR TEMPERED INSULATED GLASS PER SCHEDULE PER SCHEDULEFULL WIDTH CLEAR VISION PANEL 3'-8"PUSH TO EGRESS SIGNAGE "D""E" PER SCHED.PER SCHEDULE"C" PER SCHED.PER SCHEDULE"A" PER SCHEDULE PER SCHEDULE"B" OVERHEAD COILING DOOR PER SCHEDULE 8'-0""F" PER SCHED. "2" PER SCHED.PER SCHEDULE"1"PER SCHEDULEDOOR TYPESFRAME TYPES 22"x30" CLEAR TEMPERED GLASS - INSULATED ON EXTERIOR DOORS REMOVABLE TRANSOM 2'-0"DIVISION 08 -OPENINGS I. DOORS A. HOLLOW METAL DOORS (ANSI/SDI A250.8) 1. CONSTRUCTION a. THICKNESS: 1 3/4 INCHES b. STEEL SHEET: ASTM A568 1. CORROSION RESISTANT COATING a. HOT DIP GALVANNEALED: A60 PER ASTM A653 b. MINIMUM ZINC-IRON ALLOY COATING: 0.6 OZ/FT2 2. PROVIDE ABOVE CORROSION RESISTANT COATING AT DOOR AND FRAME COMPONENTS WHERE USED AT EXTERIOR AND INTERIOR WET AND HUMID LOCATIONS DEFINED BY THE FOLLOWING: a. EXTERIOR OPENINGS: 1. OPENINGS LOCATED IN AN EXTERIOR WALL 2. OPENINGS EXPOSED TO WEATHER EVEN IF PROTECTED BY A CANOPY 3. OPENINGS USED FOR ROOF ACCESS b. INTERIOR OPENINGS 1. OPENINGS TO AND FROM LOADING DOCKS AND TRASH COLLECTION AREA 2. OPENINGS TO CONTROLLED ENVIRONMENTAL ROOMS 3. PRIMER: a. CLEAN AND PHOSPHATIZE DOORS AND FRAMES b. ONE COAT OF BAKED-ON RUST INHIBITING PRIMER PAINT IN ACCORDANCE WITH ANSI A250.10 c. SUITABLE AND COMPATIBLE AS BASE FOR SPECIFIED FINISH PAINTS c. HM DOOR LEVEL, PER ANSI A250.8 1. LEVEL 4, MAXIMUM DUTY, PHYSICAL PERFORMANCE LEVEL A a. FACE SHEET THICKNESS: 0.067 INCHES (14 GA.) 2. LEVEL 3, EXTRA HEAVY DUTY, PHYSICAL PERFORMANCE LEVEL A b. FACE SHEET THICKNESS: 0.053 INCHES (16 GA.) d. TYPICAL MODEL, PER ANSI A250.8 1. MODEL 2, SEAMLESS e. END CLOSURES AT TOP AND BOTTOM OF DOOR 1. TOP: FLUSH CLOSURE CAP. MINIMUM SHEET THICKNESS 0.032 INCHES (20 GA.) 2. BOTTOM: FLUSH CLOSURE. MINIMUM SHEET THICKNESS 0.032 INCHES (20 GA.) f. CORES 1. STEEL STIFFENERS WHERE STRUCTURALLY REQUIRED 2. EXTERIOR DOORS: a. THERMALLY INSULATED CORE 1. POLYSTYRENE 2. MINIMUM R-VALUE: 5 WHEN TESTED ACCORDING TO ASTM C1363 3. INTERIOR DOORS: a. NON-RATED DOORS: KRAFT HONEYCOMB LAMINATED TO FACE SHETS b. RATED DOORS: FIRE RESISTANT CORES AS REQUIRED BY LABEL c. WET/HUMID AREAS: MOISTURE RESISTANT MATERIALS; FIRE RESISTANT WHERE APPLICABLE g. VERTICAL DOOR EDGES 1. LOCK STILE EDGES: BEVELED 1/8 INCH PER 2 INCHES a. EXCEPTION: FABRICATE IN-ACTIVE LEAVES: FABRICATE INACTIVE LEAVES WITH A SQUARE EDGE AT THE LOCK STILE EDGE. 2. HINGE STILES EDGE: BEVELED 1/8 INCH PER 2 INCHES a. EXCEPTIONS FOR DOUBLE ACTING DOORS: PROVIDE CONVEX, RADIUSED EDGES AT LOCK STILES AND HINGE STILES h. HARDWARE REINFORCEMENT 1. FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCEMENT PLATES FROM SAME MATERIAL AS DOOR FACE SHEETS 2. MINIMUM THICKNESS: AS PRESCRIBED IN ANSI/SDI A250.6. UPGRADE AS NECESSARY FOR CONDITIONS SUCH AS DOOR WEIGHT, SIZE, FREQUENCY, ETC. AND AS FOLLOWS: a. BUTT HINGES: 0.167 INCHES (7 GA) b. CONTINUOUS HINGES: REINFORCE WITH 0.067 INCHES (14 GA) THICK x 1 1/4 INCH WIDE STRAPPING EXTENDING FULL HEIGHT AND WELDED TO HINGE EDGE OF DOOR c. CLOSERS AND OVERHEAD STOPS: 0.067 INCHES (14 GA) i. LITES 1. PROVIDE LITE KITS WHICH ARE LABELED FOR INTENDED OPENING B.RAPID ROLL UP FABRIC DOORS 1. BASIS OF DESIGN: ASI TECHNOLOGIES, CLEANSEAL DIVISION; MODEL 415 ISO-ROLL OR EQUIVALENT AS APPROVED BY ARCHITECT. 2. COMPONENTS: a. SIDE FRAME COVERS: 304 STAINLESS STEEL b. DOOR MATERIAL: 0.040" THICK POLYESTER MULTIFILAMENT PVC COATED CURTAIN MATERIAL, FDA COMPLIANT. COLOR TO BE SELECTED FROM MANUFACTURERS STANDARD COLORS. c. VISION PANEL. d. TWO-WAY BREAK AWAY UPON IMPACT. e. STANDARD 304 STAINLESS STEEL, #4 DIRECTIONAL FINISH, FULL HEADER SHROUD. f. DOOR SPEED AND OPERATION: TWO SPEED OPERATION; 48 INCHES PER SECOND OPENING SPEED AND 21 INCHES PER SECOND CLOSING SPEED. g. SIZE: AS INDICATED ON DRAWINGS. 3. ELECTRICAL OPERATION: a. ELECTRICAL CHARACTERISTICS: 1. ELECTRIC MOTOR: SIZE AS RECOMMENDED BY DOOR MANUFACTURER FOR SIZE AND TYPE OF DOOR; SELF DIAGNOSTIC CUSTOM MICROPROCESSOR WITH VARIABLE FREQUENCY MOTOR DRIVE ALLOWING FOR FULLY ADJUSTABLE SPEED. 2. ELECTRIC CONTROL PANEL: NEMA-4X RATED ENCLOSURE, WITH PUSH BUTTON EMERGENCY STOP, ASSEMBLED AND READY FOR CONNECTION BY OTHERS. 3. 120 VOLT SINGLE PHASE POWER 4. WIRING TERMINATIONS: PROVIDE TERMINAL LUGS TO MATCH BRANCH CIRCUIT CONDUCTOR QUANTITIES, SIZES, AND MATERIALS INDICATED. ENCLOSE TERMINAL LUGS IN TERMINAL BOX SIZED TO NFPA 70. 5. SAFETY EDGE: FULL WIDTH AT BOTTOM OF DOOR PANEL, FREE OF RIGID STRUCTURAL PIECES. BOTTOM EDGE EQUIPPED WITH FLEXIBLE WIRELESS REVERSING EDGE. REVERSING EDGE SEALED WITHIN FULL WIDTH OF BOTTOM CURTAIN AND ACTIVATED ONLY WHEN PRESSURE IS APPLIED. REVERSING SIGNAL IS WIRELESSLY TRANSMITTED. a. PHOTO EYES: SEND AND RECEIVE PHOTO EYES, LOCATED WITHIN DOOR SIDE FRAME. b. PUSH BUTTON DOOR CONTROL: PIEZO PUSH BUTTON. c. HAND HELD RADIO CONTROL ACTUATOR: DIGITAL CONTROL, RESETTABLE (2 PER DOOR). 4. INSTALLATION: a. INSTALL DOOR UNIT ASSEMBLY IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. b. SECURELY BRACE DOOR TRACKS SUSPENDED FROM STRUCTURE. SECURE TRACKS TO STRUCTURAL MEMBERS ONLY. c. COORDINATE INSTALLATION OF ELECTRICAL SERVICE. COMPLETE POWER AND CONTROL WIRING FROM DISCONNECT TO UNIT COMPONENTS. DIVISION 08 -OPENINGS -CONTINUED ND WIDTH: AS INDICATED ON DRAWINGS 4. TEMPERED V. DOOR HARDWARE: A. PROVIDE ALL HARDWARE SPECIFIED IN DOOR AND HARDWARE SCHEDULE AND THESE SPECIFICATIONS OR AS REQUIRED TO MAKE DOORS FULLY FUNCTIONAL, COMPLIANT WITH APPLICABLE CODES, AND SECURE TO THE EXTENT INDICATED. B. PROVIDE ALL ITEMS OF A SINGLE TYPE OF THE SAME MODEL BY THE SAME MANUFACTURER. C. PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING: i. APPLICABLE PROVISIONS OF FEDERAL, STATE, AND LOCAL CODES. ii. ADA STANDARDS FOR ACCESSIBLE DESIGN. iii. ANSI/ICC A117.1, AMERICAN NATIONAL STANDARD FOR ACCESSBILE AND USABLE BUILDINGS AND FACILITIES. iv. APPLICABLE PROVISIONS OF NFPA 101, LIFE SAFETY CODE. vii. PRODUCTS REQUIRING ELECTRICAL CONNECTION: LISTED AND CLASSIFIED BY UL AS SUITABLE FOR THE PURPOSE SPECIFIED AND INDICATED. D. FUNCTION: LOCK AND LATCH FUNCTIONS AND DESCRIPTIONS AS LISTED IN DOOR AND HARDWARE SCHEDULE. E.ELECTRICALLY OPERATED AND/OR CONTROLLED HARDWARE INCLUDING DOOR INTERLOCKING: PROVIDE ALL POWER SUPPLIES, POWER TRANSFER HINGES, RELAYS, AND INTERFACES REQUIRED FOR PROPER OPERATION; PROVIDE WIRING BETWEEN HARDWARE AND CONTROL COMPONENTS AND TO BUILDING POWER CONNECTION. F. PROVIDE BHMA 630 BASE MATERIAL WITH US32D STAINLESS STEEL FINISH FOR ALL DOOR HARDWARE AT DOORS AND FRAMES. G. PROVIDE DOOR HARDWARE COMPATIBLE WITH THE DESIGN, MATERIALS, AND CONSTRUCTION OF ASSOCIATED DOOR AND FRAME. H. PROVIDE LOCK-TITE OR EQUIVALENT AT ALL SCREWS USED DURING INSTALLATION OF DOOR HARDWARE. I. PRODUCTS ITEM:MANUFACTURER: HINGES IVES CLOSERS LCN LOCKS AND CYLINDERS SCHLAGE FLUSHBOLTS AND ACCESSORIES IVES EXIT DEVICES VON DUPRIN ELECTRONICS VON DUPRIN W/S, THRESHOLD AND SWEEPS NGP J. HARDWARE SETS SET NUMBER 1 - DOORS TO HAVE; 3 5BB1HW-652 NRP 4.5x4.5 HINGES 1 99L-26D x 996L TRIM EXIT DEVICE 1 6300-FSE-32D ELECTRIC STRIKE 1 PS902-2RS POWER SUPPLY 1 4050-SCUSH-AL X TBSRT CLOSER 1 20-022-626 RIM CYLINDER 1 160V-3070 WEATHERSTRIP 1 425-3' X WS/PA THRESHOLD 1 200NA-3'SWEEP 1 16A-3'-4"DRIP EDGE 1 679-05HM DOOR POSITION SWITCH SET NUMBER 2 -EXTERIOR DOORS -EXIT ONLY -NO ENTRY DOORS TO HAVE; EXIT DEVICES (PUSH BARS) WITH NO EXTERIOR HARDWARE CLOSER SET NUMBER 3 - DOORS TO HAVE; 3 5BB1HW-652 4.5x4.5 HINGES 1 99L-26D x 996L TRIM EXIT DEVICE 1 20-022-626 RIM CYLINDER 1 4050-CUSH-AL X TBSRT CLOSER 1 20-022-626 RIM CYLINDER 1 679-05HM DOOR POSITION SWITCH 1 PS902-2RS POWER SUPPLY 1 6300-FSE-32D ELECTRIC STRIKE SET NUMBER 4 - DOORS TO HAVE; 3 5BB1HW-652 4.5x4.5 HINGES 1 QEL9927L-26D x LBR x 996L EXIT DEVICE 1 9927L-DT-26D x 996LDT EXIT DEVICE 1 EPT10.SP28 POWER TRANSFER 1 20-022-626 RIM CYLINDER 1 679-05HM DOOR POSITION SWITCH 1 4050-CUSH-AL X TBSRT CLOSER 1 PS902-2RS POWER SUPPLY SET NUMBER 5 - DOORS TO HAVE: 3 5BB1-652 4.5x4.5 HINGES 1 ND10S-RHO-626 LEVER PASSAGE 1 4050-CUSH-AL X TBSRT CLOSER 1 WS406/407.630 WALL STOP SET NUMBER 6 - DOORS TO HAVE: 3 5BB1-652 4.5x4.5 HINGES 1 ND40S-RHO-626 LEVER PRIVACY 1 4050-RW/PA-AL X TBSRT CLOSER 1 8400 10 x 34.630 KICKPLATE 1 WS406/407.630 WALL STOP SET NUMBER 7 - DOORS TO HAVE: 6 5BB1-652 4.5x4.5 HINGES 1PR FB458.626 FLUSHBOLTS 1 DP2.626 DUST PROOF STRIKE 1 ND80EU-RHO-626 ELECTRIC LEVER LOCKSET 1 EPT10.SP28 POWER TRANSFER 1 PS902-2RS POWER SUPPLY 1 4050-RW/PA-AL X TBSRT CLOSER 1 679-05HM DOOR POSITION SWITCH DIVISION 08 -OPENINGS RAPID ROLL UP FABRIC DOORS -CONTINUED C.OVERHEAD COILING DOOR 1. COMPONENTS: a. CURTAIN (PROVIDE RATED CURTAIN WHERE FIRE RATED DOORS ARE INDICATED) 1. 2 TO 3 INCH TALL SLATS, INTERLOCKED TO FORM AN UPWARD COILING CURTAIN 2. NOMINAL THICKNESS: 3/4 INCHES 3. GAUGE AS DETERMINED BY APPLICATION, WIND LOAD, DOOR WIDTH, AND MATERIALS 4. TYPE OF MATERIAL AND FINISH AS INDICATED FOR EACH DOOR 5. TYPICAL SLAT STYLE: a. INSULATED DOOR 1. DOUBLE WALL SLATS INJECTED WITH POLYURETHANE FOAM 2. THICKNESS: 15/16 INCH 3. THERMAL VALUE: R-10.9 MINIMUM 4. SLAT TYPE: FLAT, INSULATED, TYPE FIT-265 5. BASE PRODUCT: STORMTITE AP MODEL 627 BY OVERHEAD DOOR; OR EQUAL 2. FENESTRATED SLATS: a. PROVIDE ON DOORS WHERE INDICATED 3. ENDLOCKS a. MINIMUM REQUIRMENT: PROVIDE MALLEABLE IRON ENDLOCKS AT EACH END OF ALTERNATING SLATS TO ACT AS A WEARING SURFACE AND TO MAINTAIN SLAT ALIGNMENT b. ENDLOCKS AT MOTORIZED DOORS: CONTINUOUS ENDLOCKS, (EVERY SLAT) c. ENDLOCKS AT EXTERIOR DOORS WHERE DOOR WIDTH EXCEEDS 12'-4": PROVIDE ROLLER ENDLOCKS WHERE ROLLER WINDLOCKS ARE REQUIRED 4. BOTTOM BAR a. CURTAIN TO BE REINFORCED WITH BOTTOM BAR CONSISTING OF 2 BACK-TO-BACK ANGLES b. MATERIAL AND FINISHES: AS INDICATED FOR EACH DOOR TYPE, GENERALLY MATCHING THE CURTAIN MATERIAL AND FINISH c. NEOPRENE BOTTOM SEAL TO PROTECT FLOOR SURFACE AT SILL 1. EXCEPT WHERE SAFETY EDGE IS INDICATED 5. BRACKET PLATES a. MINIMUM THICKNESS: 1/4 INCH b. FITTED WITH SEALED BALL BEARING ON DRIVE END c. MATERIAL AND FINISH AS INDICATED FOR EACH TYPE OF DOOR 6. SPRING COUNTERBALANCE a. HOUSED IN A STEEL PIPE OF DIAMETER AND WALL THICKNESS TO LIMIT DEFLECTION TO 0.03 INCHES PER FOOT. b. SPRINGS: HELICAL TORSION TYPE DESIGNED TO INCLUDE AN OVERLOAD FACTOR OF 25% AND FOR EASE OF OPERATION c. MOTORIZED DOORS: UTILIZE HIGH CYCLE SPRINGS RATED AT 100,000 CYCLES 1. SPRINGS TO BE GREASE PACKED AND MOUNTED ON A COLD-ROLLED STEEL INNER SHAFT 2. SPRING TENSION: ADJUSTABLE FROM END OF BRACKET PLATE 3. INCLUDE SAFETY DEVICE THAT PREVENTS FREE FALL OF CURTAIN IN ANY POSITION, IN THE EVENT OF FAILURE OF AN OPERATING MECHANISM 4. SEALED BALL BEARINGS TO MINIMIZE WEAR OF PIPE SHAFT ROTATION AROUND INNER SHAFT 7. MOUNTING: a. TYPICAL CONFIGURATION: FACE OF WALL (INSIDE). 8. GUIDE ANGLES AND WALL ANGLE ASSEMBLIES a. MINIMUM THICKNESS: 3/16 INCHES b. PROVIDE ADEQUATE OVERLAP OF GUIDE FLANGES OVER CURTAIN TO SATISFY DESIGN WINDLOAD c. MATERIAL AND FINISHES: AS INDICATED FOR EACH DOOR TYPE d. INCLUDE REMOVABLE SECTION ON COIL SIDE FOR INSTALLATION AND SERVICE 1. EXCEPTION: OMIT REQUIREMENT WHERE STAINLESS STEEL OR ALUMINUM GUIDES ARE SPECIFIED 9. HOOD: a. TYPICAL PROFILE: ROUND b. REINFORCE TO PREVENT SAG c. INCLUDE INTERMEDIATE HOOD SUPPORTS WHERE DOOR WIDTH EXCEEDS 16 FEET d. MATERIAL AND FINISHES: AS INDICATED FOR EACH DOOR TYPE e. INCLUDE NEOPRENE HOOD BAFFLE AT DOORS USED ON THE EXTERIOR f. INCLUDE FLAME BAFFLE AT FIRE RATED OPENINGS g. OMIT HOOD WHERE DOOR COIL IS LOCATED ENTIRELY ABOVE THE CEILING (EXCEPT EXTERIOR DOORS AND FIRE RATED DOORS) 10. FINISHES: a. GALVANIZED STEEL CURTAIN SLATS 1. PRIMER: BAKED-ON PRIMER 2. FINISH: POWDER COAT b. GALVANIZED STEEL BOTTOM BAR 1. PRIMER: BAKED-ON PRIMER 2. FINISH: POWDER COAT c. FERROUS STEEL WALL / GUIDE ANGLES 1. SHOP COAT PRIMER 2. PAINT IN FIELD d. FERROUS STEEL HOOD 1. SHOP COAT PRIMER 2. PAINT IN FIELD e. FERROUS STEEL END BRACKET PLATES 1. SHOP COAT PRIMER 2. PAINT IN FIELD f. FERROUS STEEL FASCIA 1. SHOP COAT PRIMER 2. PAINT IN FIELD 11. MOTORIZED UNITS a. MANUFACTURER'S HEAVY DUTY, HIGH STARTING TORQUE MOTOR RATED FOR CONTINUOUS DUTY. SIZED TO MEET REQUIREMENTS b. COMPLY WITH UL 325 c. OPENING RATE: BETWEEN 8 AND 9 INCHES PER SECOND d. GEAR REDUCTION e. SOLENOID BRAKING f. LIMIT SWITCHES FOR UPPER AND LOWER LIMITS OF DOOR TRAVEL g. MAGNETIC RELAY CONTACTOR h. OVERLOAD PROTECTION i. SAFETY SYSTEM 1. WIRELESS ELECTRIC SAFETY EDGE a. CAUSES CURTAIN TO STOP AND REVERSE WHEN AN OBSTRUCTION IS ENCOUNTERED WHEN CLOSING b. SELF-MONITORING, WIRELESS c. DOORS WHICH ARE BOTH MOTORIZED AND USED ON EXTERIOR: USE COMBINATION ELECTRIC SAFETY EDGE DEVICE AND WEATHERSEAL j. BACK-UP OPERATION 1. HAND CHAIN WITH ELECTRICAL INTERLOCK TO BREAK MOTOR CIRCUIT WHEN HAND CHAIN IS ENGAGED k. CONTROLS 1. KEY ACTIVATED, FLUSH MOUNTED, 3 PUSH BUTTON CONTROL 2. OPERATION a. "OPEN" BUTTON TO FULLY OPEN DOOR WHEN BUTTON IS DEPRESSED b. "CLOSE" BUTTON TO CLOSE DOOR WHEN BUTTON IS DEPRESSED c. "STOP" BUTTON STOPS DOOR IN EITHER DIRECTION 3. INTERLOCK MOTOR SO THAT "CLOSE" BUTTON WILL BE DEACTIVATED WHEN DOOR IS IN FULL DOWN POSITION AND "OPEN" BUTTON WILL DE-ENERGIZE WHEN DOOR IS IN FULL OPEN POSITION 4. ELECTRONIC INTERLOCK, WHICH DISCONTINUES THE MOTOR OPERATOR WHEN IT SENSES THAT THE CURTAIN HAS BEEN SECURED BY THE MECHANICAL LOCKING DEVICE 5. CONTROL DEVICES: 1 PER OPENING DIVISION 08 -OPENINGS -CONTINUED II. FRAMES A.HOLLOW METAL FRAMES 1. COMPLY WITH ANSI/SDI A250.8 2. FABRICATE FRAMES WITH MITERED OR COPED CORNERS AND 1/2 INCH NOMINAL BACKBEND 3. TOUCH-UP GALVANIZED / GALVANNEALED FRAMES WITH ZINC-RICH PRIMER 4. FABRICATE FRAMES AS FACE WELDED a. FACE JOINTS: CONTINUOUSLY BACK WELD FACE JOINTS (WELD ON CONCEALED SIDE) b. FILL AND FINISH EXPOSED SIDES TO BE FREE OF VISIBLE SEAMS c. INTERSECTIONS OF RABBETS, STOPS, AND SOFFIT JOINTS: FABRICATE TO HAIRLINE JOINTS. STITCH WELD ON CONCEALED SIDE. d. SPLIT TYPE FRAMES AND KNOCK DOWN TYPE FRAMES ARE NOT ACCEPTABLE e. FASTENERS WHICH ARE EXPOSED TO VIEW ARE NOT ACCEPTABLE 5. LITES: a. PROVIDE LIGHT KITS LABELED FOR INTENDED OPENING b. FIXED STOP: 1. LOCATE AT EXTERIOR FACE 2. INTEGRAL TO DOOR / FRAME c. REMOVABLE STOP: 1. LOCATE ON INTERIOR FACE 2. SNAP-IN STOPS OR STOPS SECURED WITH COUNTERSUNK PHILLIPS HEAD MACHINE SCREWS 6. SILENCERS a. QUANTITY 1. THREE ON STRIKE JAMB OF SINGLE DOOR FRAMES 2. TWO PER DOOR FOR PAIR DOORS, LOCATE AT HEAD 7. HARDWARE REINFORCEMENT a. FABRICATE ACCORDING TO ANSI/SDI A250.6 WITH REINFORCEMENT PLATES FROM SAME MATERIAL AS FRAMES b. MINIMUM THICKNESS: AS PRESCRIBED IN ANSI/SDI A250.6; UPGRADE AS NECESSARY FOR CONDITIONS SUCH AS DOOR WEIGHT, SIZE, FREQUENCY, ETC AND AS FOLLOWS: 1. BUTT HINGES: 7 GA. 2. CONTINUOUS HINGES: REINFORCE WITH 0.067 INCH (14 GA.) THICK x 1 1/4 INCH WIDE STRAPPING EXTENDING FULL HEIGHT AND WELDED TO HINGE JAMB DOOR RABBET OF FRAME 3. CLOSERS AND OVERHEAD STOPS: 0.093 INCH (12 GA.) THICK x 12 INCH LONG STRAPPING WELDED TO VERTICAL FLANGE OF FRAME 8. JAMB ANCHORS -ASTM A879 COMMERCIAL STEEL, 4 OZ/SF COATING; MILL PHOSPHATIZED. FRAMES BUILT INTO EXTERIOR WALLS; SHEET STEEL COMPLYING WITH ASTM A1008 OR ASTM A1011, HOT DIPPED GALVANIZED ACCORDING TO ASTM A153, CLASS B a. STUD FRAMED WALLS: 1. Z-SHAPED CLIPS, WELDED TO INSIDE OF FRAMES; NOT LESS THAN 0.042 INCH (18 GA.) THICK 2. ATTACH ANCHORS TO STUDS WITH SCREWS b. MASONRY WALLS: 1. ADJUSTABLE STRAP-AND-STIRRUP OR T-SHAPED ANCHORS TO SUIT FRAME SIZE, NOT LESS THAN 0.042 INCH (18 GA.), WITH CORRUGATED OR PERFORATED STRAPS NOT LESS THAN 2 INCHES WIDE x 10 INCHES LONG; OR WIRE ANCHORS NOT LESS THAN 0.184 INCHES (6 GA.) 2. EMBED LONG LEG INTO MASONRY WALL AS IT IS LAID c. POST INSTALLED EXPANSION TYPE FOR IN PLACE CONCRETE OR MASONRY 1. MINIMUM 3/8 INCH COUNTERSUNK, FLAT HEAD EXPANSION BOLTS WITH EXPANSION SHIELDS OR INSERTS 2. INCLUDE PIPE SPACER FROM FRAME TO WALL, WITH THROAT REINFORCEMENT PLATE, WELDED TO FRAME AT EACH LOCATION 9. FLOOR ANCHORS -SAME MATERIAL FOR JAMB ANCHORS BUT NOT LESS THAN 0.053 INCH (12 GA.) THICK a. MONOLITHIC CONCRETE SLABS: CLIP TYPE ANCHORS, WITH TWO HOLES TO RECEIVE FASTENERS b. TOPPED SLABS: ADJUSTABLE ANCHORS WITH EXTENSION CLIPS ALLOWING NOT LESS THAN 2 INCH HEIGHT ADJUSTMENT. TERMINATE BOTTOM OF FRAMES AT FINISH FLOOR SURFACE c. INCLUDE CONCEALED FASTENERS d. PROVIDE ANCHORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ON FIRE RATED DOORS 10. HEAD ANCHORS a. PROVIDE TWO HEAD FRAME ANCHORS FOR DOUBLE EGRESS FRAMES b. LOCATE AT THIRD POINTS OF SPAN 11. SCHEDULE OF FRAMES a. STANDARD EXTERIOR FRAMES -0.067 INCHES (14 GA) -GALVANIZED / GALVANNEALED b. STANDARD INTERIOR FRAMES -0.053 INCHES (16 GA) c. FIRE RATED INTERIOR FRAMES -0.053 INCHES (16 GA) d. FRAMES FOR DOORS WITH AUTOMATIC OPENERS -0.067 INCHES (14 GA) e. FRAMES IN WET / HUMID AREAS -0.053 INCHES (16 GA) B. ALUMINUM FRAMES a. BASIS OF DESIGN: KAWNEER TRIFAB 451UT; OR EQUAL 1. 4 1/2 INCH x 2" WITH THERMAL BREAK IN ACCORDANCE WITH AAMA TIR-A8 AND AAMA 505 b. BRACKETS AND REINFORCEMENTS: MANUFACTURER'S STANDARD HIGH STRENGTH ALUMINUM WITH NONSTAINING, NON FERROUS SHIMS FOR ALIGNING SYSTEM COMPONENTS c. FASTENERS AND ACCESSORIES: MANUFACTURER'S STANDARD CORROSION-RESISTANT, NON-STAINING, NON-BLEEDING FASTENERS AND ACCESSORIES COMPATIBLE WITH ADJACENT MATERIALS. USE STAINLESS STEEL FASTENERS WHERE EXPOSED d. GLAZING: AS SPECIFIED IN THE GLAZING SECTION e. GLAZING SEALANTS -AS RECOMMENDED BY MANUFACTURER AND AS FOLLOWS: WEATHERSEAL SEALANT: ASTM C920 FOR TYPE S, GRADE NS, CLASS 25, USES NT, G, A, AND O; SINGLE-COMPONENT NEUTRAL-CURING FORMULATION THAT IS COMPATIBLE WITH STRUCTURAL SEALANT AND OTHER SYSTEM COMPNENTS WITH WHICH IT COMES IN CONTACT. III. GLAZING A.EXTERIOR GLASS AND GLAZING 1. GLASS TYPES a. GLASS TYPE EXT-1: 1. INSULATING GLASS; TWO SHEETS OF 1/4 INCH THICK GLASS, HERMETICALLY SEALED TOGETHER AT EDGES WITH SPACERS AND SEALANT, WITH 1/2 INCH DEHYDRATED AIR SPACE. 2. OUTSIDE GLASS: 1/4 INCH THICK, SOLARBAN 90; OR EQUAL 3. INSIDE GLASS: 1/4 INCH THICK, HEAT STRENGTHENED FLOAT GLASS, CLEAR, WITH LOW E COATING ON INSIDE SURFACE b. GLASS TYPE TYPE EXT-2: 1. SAME AS EXT-1, TEMPERED BOTH LITES c. GLASS TYPE EXT-3: SPANDREL GLASS 1. INSULATING GLASS; TWO SHEETS OF 1/4 INCH THICK GLASS, HERMETICALLY SEALED TOGETHER AT EDGES WITH SPACERS AND SEALANT, WITH 1/2 INCH DEHYDRATED AIR SPACE. 2. OUTSIDE GLASS: 1/4 INCH THICK, SOLARBAN 90; OR EQUAL 3. INSIDE GLASS: 1/4 INCH THICK, HEAT STRENGTHENED FLOAT GLASS, CLEAR, COATED ON ONE SIDE WITH OPAQUE CERAMIC COATING B.INTERIOR GLASS AND GLAZING 1. GLASS TYPES a. GLASS TYPE A -ANNEALED: 1. CLEAR FLOAT, 1/4 INCH THICK b. GLASS TYPE T -TEMPERED: 1. CLEAR, FULLY TEMPERED TONGUE-LESS FLOAT, 1/4 INCH THICK c. GLASS TYPE INT-1: LAMINATED FIRE AND SAFETY GLASS 1. LAMINATED, WIRELESS, UL LABELED FOR ASSEMBLY INDICATED 2. IMPACT -SAFETY RATED PER ANSI Z97.1 AND CPSC 16CFR1201 3. THICKNESS -5/16 INCH THICK, LAMINATED 4. SURFACE -POLISHED 5. BASE PRODUCT -FIRELITE PLUS BY TECHNICAL GLASS PRODUCTS; OR EQUAL d. GLASS TYPE M -MIRROR GLASS 1. COLOR: CLEAR 2. THICKNESS: 1/4 INCH THICK 3. UNIT LENGTH AND WIDTH: AS INDICATED ON DRAWINGS 4. TEMPERED PROJECT NUMBER: jedson.com One Centennial Plaza 705 Central Ave Cincinnati, OH 45202 P: 513.965.5999 F: 513.965.5998 THIS DRAWING AND ITS RELATED COPYRIGHTS, INTELLECTUAL PROPERTY RIGHTS AND TRADE SECRETS ARE THE PROPERTY OF JEDSON ENGINEERING, INC. AND CONTAINS CONFIDENTIAL INFORMATION, WHICH SHALL NOT BE USED, COPIED OR DISCLOSED WITHOUT WRITTEN PERMISSION OF JEDSON ENGINEERING, INC. ©2013 JEDSON ENGINEERING, INC. ALL RIGHTS RESERVED. 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 ABCDEFGHKLM REVISIONS ABCDEFGHJKLM PROJ. NO.: DRAWN BY: CHECKED BY: APPROVED BY: SCALE:11/4/2021 1:10:44 PMApprover Checker Designer 200199 McCORMICK & COMPANY DOOR SCHEDULESB-A502SB-A502 -I 200199 DOOR SCHEDULE DOOR NUMBER DOOR FRAME HARD WARE FIRE RATING INTERLOCK ED WITH COMMENTSTYPEWIDTHHEIGHTTHICKNESSMATERIALFINISHGLAZINGTYPEMATERIALFINISH 140A A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 1 140B A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 1 140C A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 1 140D C 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT - 2 HOLLOW METAL PAINT 5 - 141A A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 3 142A A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 1 HOLLOW METAL PAINT 1 142B B 30'-0" 15'-0" 3/4" GALVANIZED STEEL - GALVANIZED STEEL OVERHEAD COILING DOOR 142C C 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT - 2 HOLLOW METAL PAINT 1 - 143 V 3'-0" 8'-0" 1 3/4" HOLLOW METAL PAINT - 2 HOLLOW METAL PAINT 7 DOUBLE DOORS 144 A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 3 147A A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 5 147B A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 5 148A C 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT - 2 HOLLOW METAL PAINT 3 - 148B B 9'-0" 10'-0" 3/4" GALVANIZED STEEL - STAINLESS STEEL OVERHEAD COILING DOOR 149A A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 5 149B E 8'-0" 8'-0" FABRIC - - STAINLESS STEEL -RAPID ROLL DOOR WITH VISION WINDOW 149C A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 1 150A A 3'-0" 6'-8" 1 3/4" HOLLOW METAL PAINT X 2 HOLLOW METAL PAINT 5 150B B 8'-0" 8'-0" 3/4" GALVANIZED STEEL -OVERHEAD COILING DOOR 151A A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 1 HOLLOW METAL PAINT 5 151B A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 1 HOLLOW METAL PAINT 5 151C E 9'-0" 10'-0" FABRIC X STAINLESS STEEL RAPID ROLL DOOR WITH VISION WINDOW 151D A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 1 HOLLOW METAL PAINT 5 151E A 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT X 1 HOLLOW METAL PAINT 5 151F JJ 10'-0" 10'-0" FABRIC -RAPID ROLL DOOR WITH VISION WINDOW 152 C 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT - 1 HOLLOW METAL PAINT 5 153 C 3'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT - 1 HOLLOW METAL PAINT 6 201 F 6'-0" 7'-0" 1 3/4" HOLLOW METAL PAINT - 2 HOLLOW METAL PAINT 3 DOUBLE DOORS 3425 LATHROP ST. SOUTH BEND, INDIANA 46628 NO DESCRIPTION DATE DB CB AB B LAYOUT D 7/13/2021 DLR DLR C LAYOUT E 8/3/2021 DLR DLR D LAYOUT PROGRESS 8/11/2021 DLR DLR E LAYOUT G 8/25/2021 DLR DLR F REVISIONS 9/14/2021 DLR DLR G GENERAL REVISIONS 9/20/2021 DLR DLR H GENERAL REVISIONS 10/1/2021 DLR DLR I ISSUED FOR REVIEW 11/01/2021 DLR DLR !" #$% $$& ! " # $%&%##’ (!&)*+,# , # ’ $$&!’ ’,&-,( (&. -/ $$&($ ’0 12 ’(3 !0 ./ ’&.% (( ’(" ,’’ 4545(’6 7& ’!" ’’($8 ($8%9:%; 2 23!’:; #!5 ,,$!:$;:$; ,’(:$; !#< (, $. (#"() 7=/’9!’ (6>/’937 2 , 2 ! * ’!,9?@29?@ A?4237B -)> C( C( ,!(9 ’! ",+ +, 2!9?@A?4!23’! ?, D!$$&74 !, +, 9?@23 ’!’ 8!’! D!9!$. !? !49&&$$&7 4 !, *-. ’B,,! @!:9?@29?@A?4;23, ’!@<74 (!4 ’$%@$@ &&%>&.>* ! 4E%C(, 7@D 5#$! /+" 7$-8%(4’( ($*%.’( (&*-’61?( 8’(6> (7 (3?(!!’ BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM Date 04/25/2022 Name Sandra Kennedy Department Legal BPW Date 04/26/2022 Phone Extension Ext. 9241 Review and Approval Required Prior to Submittal to Board Diversity Compliance and Inclusion Officer Officer Name BPW Attorney Attorney Name Clara McDaniels Dept. Attorney Attorney Name Clara McDaniels Purchasing Check the Appropriate Item Type – Required for All Submissions Professional Services Agreement Contract Proposal Open Market Contract Amendment/Addendum Special Purchase, QPA Bid Opening Bid Award Req. to Advertise Title Sheet Quote Opening Quote Award Reject Bids/Quotes Proposal Opening C/O & PCA No. PCA Chg. Order, No. Traffic Control Resolution Other: Ease./Encroach Required Information Company or Vendor Name McCormick & Company, Inc. New Vendor Yes If Yes, Approved by Purchasing No MBE/WBE Contractor MBE WBE Completed E-Verify Form Attached Yes No Project Name N/A Project Number N/A Funding Source N/A Account No. N/A Amount N/A Terms of Contract N/A Purpose/Description Agreement allowing McCormick to construct improvements to real property owned by City out of which it has operated its local manufacturing operations since the mid-1970’s pursuant to For Change Orders Only Amount of Increase Decrease $ ($ ) Previous Amount $ Current Percent of Change: Increase Decrease % ( %) New Amount $ Total Percent of Change: Increase Decrease % ( %) Time Extension Amount: New Completion Date: